• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
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    • 专利摘要:
    AUTO DISPLACEMENT TUNNEL SUPPORT COVERAGE. Self-displacement tunnel support cover, comprising front (1) and rear (2) arch frames, forward (3) and support jacks (4). The frame (1) comprises more than three longitudinal beams (10) and front arches (11), with all beams (10) placed longitudinally along the upper arched surface of the beams (11), each beam (10) connected to all with bows (11), and the jacks (4) provided below the frame (1). The frame (2) comprises more than three longitudinal beams (20) and rear arches (21), with all beams (20) placed longitudinally along the arched upper surface of the beams (21), each beam (20) connected to all beams (21), and jacks (4) being provided below the frame (2). The beams (10) spaced at the side of the beams (20), and the front arch beams (11) spaced from the beams (21) at the front. Jack end (3) connected to the frame (1) and the other end (3) connected to the rear frame (2). The front arch beams (11) and (21) are arched. The present application saves time and effort, and is safe and reliable.
    公开号:BR112014026097B1
    申请号:R112014026097-4
    申请日:2012-06-26
    公开日:2020-12-01
    发明作者:Xinbin Li
    申请人:Xinbin Li；
    IPC主号:
    专利说明:

    [0001] [001] This application claims priority for Chinese Patent Application No. 201210127714.X, previously filed with the Chinese Patent Office on April 26, 2012 and entitled "SELFMOVING TUNNEL SUPPORT CANOPY", which is incorporated into this document by reference in your totality. Technical Field
    [0002] [002] The present invention relates to fields of transport, hydraulic engineering and excavation engineering for municipal tunnels, and in particular to a self-displacement tunnel support cover. Background
    [0003] [003] In the prior art, a tunneling machine with protection is used to excavate a tunnel. However, because of restrictions of various conditions, during construction of a mountain tunnel construction with detonation and routine support method are mainly used.
    [0004] [004] In known arc tunnels, the applied support device can be a steel arc frame, in which the steel arc frame is formed by circular steel tubes or I-shaped steels that are bent into a shape arc, which is used to support wall rock. The support device can also be a longitudinally arranged steel tube having a length of 10 meters to 45 meters. The steel tubes are arranged in an arc shape on three sides of the wall rock, thereby forming a tube cover that performs an advanced support function. In addition, other support devices such as an anchor rod and wooden cover or the like can also be employed.
    [0005] [005] During implementation of the present invention, the inventor identified that the prior art has at least the following problem: Conventional device and support method are time consuming, use a lot of labor and provide little security, thereby affecting the progress of construction. Security incidents are mainly because of these inferior methods and support devices. Furthermore, the auto-displacement function is not implemented for the support device. summary
    [0006] [006] Due to the defects in the prior art indicated above, modalities of the present invention are directed to provide a self-displacement tunnel support cover, which reduces time and labor and is safe and reliable.
    [0007] [007] To achieve the objective mentioned above, the present invention employs the following technical solutions:
    [0008] [008] A self-displacement tunnel support cover comprises a front frame, a rear frame, a forward jack and a support jack; where: the front arch frame comprises more than three front longitudinal beams and more than three front arch beams, all the front longitudinal beams being arranged longitudinally along the upper arch surfaces of the front arch beams, each of the longitudinal beams fronts being coupled to all the front arch beams, the support jack being arranged in a lower part of the front arch frame; the rear arch frame comprises more than three rear longitudinal beams and more than three rear arch beams, all the rear longitudinal beams being arranged longitudinally along the upper arch surfaces of the rear arch beams, each of the rear longitudinal beams being coupled to all rear arch beams, the support jack being arranged in a lower part of the rear arch frame, the front longitudinal beams and the rear longitudinal beams being arranged alternately, and a spacing being configured between the front arch beam and a rear arc beam adjacent to the front; and one end of the lead jack is coupled to the front arc frame, and the other end of the lead jack is attached to the rear arc frame, the front arc beam and the rear arc beam both of which are arc-shaped beams.
    [0009] [009] The front arc beam comprises a first semi-arch beam and a second semi-arch beam, the first semi-arch beam and the second semi-arch beam being opposed to form an arc beam, the first semi-arch beam being coupled to the second semiarco beam by means of a coupling element, the coupling element being suitable to enable the first semiarco beam and the second semiarco beam to contract towards the internal sides of the same, or extend towards the external sides of the same at a specific angle under the action of an external force; and the front arc beam has the same structure as the rear arc beam.
    [0010] [0010] The coupling element is a spring plate, an intermediate part at an upper end of the first semiarco beam is provided with an opening, and an intermediate part at an upper end of the second semiarco beam is provided with an opening, one end of the spring plate being inserted into the opening in the middle part of the first semi-arch beam, the other end of the spring plate being inserted into the opening in the middle part of the second semi-arch beam, and the spring plate being fixedly attached to the first beam semiarco and the second semiarco beam by means of a pin axis.
    [0011] [0011] The coupling element is a first joint.
    [0012] [0012] The coupling element comprises an intermediate beam and two joints, one end of the intermediate beam being coupled to the first semi-arched beam by means of a joint, and the other end of the intermediate beam being coupled to the second semi-arched beam by means of another joint.
    [0013] [0013] Internal sides of arcs of the first semi-arch beam and the second semi-arch beam are provided with a telescopic beam, one end of the telescopic beam being coupled to the first semi-arched beam and the other end of the telescopic beam being coupled to the second semiarco.
    [0014] [0014] The telescopic beam comprises a small side beam and a large side beam, one end of the small side beam being inserted into the large side beam, and the other end of the small side beam being coupled to a hinge seat on the inner side of the first semi-arch beam by means of a joint; and the telescopic beam is provided internally with a side jack, one end of the side jack being pivoted on the small side beam, the other end of the side jack being pivoted on the large side beam, one end of the large side beam being coupled to a pivot seat on the inside of the second semi-arch beam by means of a joint.
    [0015] [0015] The telescopic beam comprises a first inclined support jack and a second inclined support jack, one end of the first inclined support jack being coupled to a pivot seat on the inner side of the first semiarco beam by means of a joint, the other end of the first angled support jack being coupled to a double hinge seat, the double hinge seat being coupled to the coupling element, one end of the second angled support jack being coupled to a hinge seat on the inner side of the second semi-arched beam, and the other end of the second angled support jack being coupled to the double hinge seat.
    [0016] [0016] Side wing beams are provided in downward extending parts at both ends of both the front arc beam and the rear arc beam, each of the side wing beams being provided with a side wall protection beam .
    [0017] [0017] One end of the lead jack is attached to the front arc beam, and the other end of the lead jack is attached to the rear arc beam; and the support jack is arranged below the sides of the front arc beam and the rear arc beam.
    [0018] [0018] When the front frame and rear frame are arranged in parallel, the front longitudinal beams and the rear longitudinal beams which are arranged in parallel are divided into at least two groups of longitudinal beams, the at least two groups of longitudinal beams comprising at least one group of longitudinal beams such as steps formed by two groups of longitudinal beams, each group of longitudinal beams comprising at least one front longitudinal beam and one rear longitudinal beam.
    [0019] [0019] Additionally, the self-displacement tunnel support cover comprises at least three groups of longitudinal beams, the front longitudinal beam and the rear longitudinal beam arranged in parallel at the highest end form a first group of longitudinal beams, the other groups of longitudinal beams longitudinal beams are arranged symmetrically on two sides of the first group of longitudinal beams with the first group of longitudinal beams as a center of symmetry, the front ends of the first group of longitudinal beams are the longest, and the front ends of each of the groups of beams Longitudinal sides on both sides are gradually shortened to form a structure such as steps.
    [0020] [0020] The technical solutions provided in the modalities of this disclosure achieve the following beneficial effects.
    [0021] [0021] The support cover according to the present invention is capable of displacing itself, which can support the upper part of the arch and two side walls under the fragile wall rock, provides continuous support force against the upper part and against the two side walls, and at the right time supports the upper part of the arch that is exposed precisely by detonation. In addition, the support cover according to the present invention not only supports the upper arc part, but also supports the two side walls, achieving an effect of securely supporting the total sliding surface. With the support cover, the supported arc tunnel is prevented from collapsing and collapsing. The support cover is time and labor saving, and safe and reliable. In addition to maintaining the current traditional tunnel excavation construction process "step construction process", the support cover according to the present invention provides effective and convenient support and protection for the top wall rock as step. Brief Description of Drawings
    [0022] [0022] To describe the technical solutions in the modalities of the present invention more clearly, the accompanying drawings to illustrate the modalities are briefly described below. Of course, the accompanying drawings in the description below illustrate only a few embodiments of the present invention, and persons of ordinary skill in the art can derive other attached drawings based on these attached drawings without any creative efforts.
    [0023] [0023] Figure 1 is a top view of a self-displacing tunnel support cover according to an embodiment of the present invention; figure 2 is a side view of an elongated self-displacement tunnel support cover according to an embodiment of the present invention; figure 3 is a front view of a self-displacing tunnel support cover according to an embodiment of the present invention; figure 4 is a schematic structural view of a front arch frame according to an embodiment of the present invention; figure 5 is a top view of figure 4; figure 6 is a schematic structural view of a rear arch frame according to an embodiment of the present invention; figure 7 is a top view of figure 6; figure 8 is a schematic structural view of a self-displacing tunnel support cover with a spring plate according to an embodiment of the present invention; figure 9 is a schematic structural view of a self-displacing tunnel support cover with a telescopic beam structure according to an embodiment of the present invention; figure 10 is a schematic structural view of a self-displacing tunnel support cover with another telescopic beam structure according to an embodiment of the present invention; figure 11 is a schematic structural view of a self-displacing tunnel support cover also with another telescopic beam structure according to an embodiment of the present invention; figure 12 is a schematic structural view of a self-displacement tunnel support cover with a sidewall protection beam according to an embodiment of the present invention; Figure 13a is a schematic view of a first advance step in the self-displacement tunnel support cover according to an embodiment of the present invention; Figure 13b is a schematic view of a second advance step in the self-displacement tunnel support cover according to an embodiment of the present invention; Figure 13c is a schematic view of a third step of advancement in the self-displacement tunnel support cover according to an embodiment of the present invention; figure 13d is a schematic view of a fourth advance step in the self-displacement tunnel support cover according to an embodiment of the present invention; figure 13e is a schematic view of a fifth advance step in the self-displacement tunnel support cover according to an embodiment of the present invention; figure 13f is a schematic view of a sixth step of advancement in the self-displacement tunnel support cover according to an embodiment of the present invention; figure 14 is a top view of a self-displacing tunnel support cover such as steps according to an embodiment of the present invention; and figure 15 is a side view of the self-displacement tunnel support cover such as steps. Reference symbols and denoted parts or elements:
    [0024] 1-armação de arcos dianteira; 10-viga longitudinal dianteira, 11 -viga de arco dianteira, 110-primeira viga de semiarco, 111-segunda viga de semiarco, 112-viga intermediária, 12-bloco de amortecimento; 2- armação de arcos traseira, 20-viga longitudinal traseira, 21-viga de arco traseira; 3- macaco de avanço; 4- macaco de suporte; 5- placa de mola; 6- primeira articulação; 7- viga telescópica, 70-viga lateral pequena, 71-viga lateral grande, 72-macaco lateral, 73-primeiro macaco de suporte inclinado, 74-segundo macaco de suporte inclinado, 75-sede de articulação dupla; 8- sede de articulação no lado interno da primeira viga de semiarco; 9-sede de articulação no lado interno da segunda viga de semiarco; 13-parte superior; 14-parte superior lateral; 15-parede lateral; 16-rocha de parede; 17-viga de asa lateral; 18-viga de proteção de parede lateral; 19-articulação; 100-primeiro grupo de vigas longitudinais. [0024] 1-front arches frame; 10-front longitudinal beam, 11-front arc beam, 110-first semiarco beam, 111-second semiarco beam, 112-intermediate beam, 12-damping block; 2- rear arch frame, 20-rear longitudinal beam, 21-rear arch beam; 3- advance jack; 4- support jack; 5- spring plate; 6- first joint; 7- telescopic beam, 70-small lateral beam, 71-large lateral beam, 72-lateral jack, 73-first inclined support jack, 74-second inclined support jack, 75-double articulated seat; 8- articulation seat on the inner side of the first semi-arch beam; 9-seat of articulation on the inner side of the second semi-arch beam; 13-top; 14-lateral upper part; 15-side wall; 16-wall rock; 17-side wing beam; 18-side wall protection beam; 19-articulation; 100-first group of longitudinal beams.
    [0025] [0025] To make the objectives, technical solutions and advantages of the present invention clearer, modalities of the present invention are described in detail below with reference to the accompanying drawings.
    [0026] [0026] Referring to figures 1, 2 and 3, a self-displacing tunnel support cover comprises a front arch frame 1, a rear arch frame 2, a forward jack 3 and a support jack 4. A front arch frame 1 comprises more than three front longitudinal beams 10 and more than three front arch beams 11, in which all the front longitudinal beams 10 are arranged longitudinally along upper arch surfaces of the front arch beams 11 at an interval Likewise, each of the front longitudinal beams 10 is coupled to all the front beams 11, a damping block 12 is arranged in each of the connections between the front longitudinal beams 10 and the front beams 11 and is integrally fixed to this, and the support jack 4 is disposed in a lower part of the front arch frame 1. The rear arch frame 2 comprises more than three rear longitudinal beams 20 and more than and three rear arch beams 21, where all the rear longitudinal beams 20 are arranged longitudinally along the upper arch surfaces of the rear arch beams 21 at an equal interval, each of the rear longitudinal beams 20 is coupled to all the beams of rear arches 21, a damping block 12 is arranged at each of the connections between the rear longitudinal beams 20 and the rear arches beams 21 and is integrally attached to this, and the support jack 4 is arranged in a lower part of the rear arch frame 2, the front longitudinal beams 10 and the rear longitudinal beams 20 are arranged alternately, and a spacing is configured between the front arch beam 11 and an adjacent front arch beam 21, the spacing being a distance to a single advance of the front hoop frame 1. One end of the forward jack 3 is coupled to the front hoop frame 1, and the other end of the front jack advance 3 is coupled to the rear arch frame 2, the front arch beam 11 and the rear arch beam 21, both of which are arch-shaped beams.
    [0027] [0027] The front arch frame according to the present invention comprises more than three front arch beams folded into an arc shape, in which the front arch beams are arranged longitudinally in a row, and several front longitudinal beams are arranged longitudinally over the peripheries of the front arch beams. A damping block 12 is configured at each of the connections between the front arch beams and the front longitudinal beams, where the length and width of the damping block 12 are the width of the front longitudinal beam, and the thickness of the damping block. 12 is approximately 60 mm. After the front arch beams, the longitudinal front beams and the damping blocks are fixed to each other based on the arrangement indicated above, a three-dimensional front arch frame structure is formed (refer to figure 4 and figure 5). The rear frame structure is as shown in figure 6 and figure 7. The frame shape of the frame is the same as that of the front frame frame. The front frame of the arches and the rear frame of the arches are superimposed transversely in a way that they occupy one another, and reassembled together. In the assembled front and rear frame frames, the front and rear frame frames are not fixed in relation to each other, and form separate bodies. A range of movement of a thickness of the damping block in the left, right, up and down directions can be allowed between the frames. In the front-rear direction (that is, a longitudinal direction), a distance is represented by the gap formed between the front end of an anterior front arc beam and a rear arc beam. This distance is a distance at which a front frame can be separated from a rear frame, and it is also a forward step distance from the support cover.
    [0028] [0028] Referring to figures 1 and 2, preferably one end of the lead jack 3 is coupled to the front arc beam 11 and the other end of the lead jack 3 is coupled to the rear arc beam 21; and the support jack 4 is arranged in a lower part at two ends of the front arc beam 11 and the rear arc beam 21.
    [0029] [0029] Optionally, one end of the lead jack 3 can be attached to the front longitudinal beam 10 and the other end of the lead jack 3 can be attached to the rear longitudinal beam 20.
    [0030] [0030] The front arch frame and rear arch frame assembled in accordance with the present invention are capable of advancing sequentially under the extension jack's contraction action, providing continuous support for the wall rock at the top of the tunnel of bow. The support surface of the support cover according to the present invention is in an arc shape, which is also applicable to a profile line and suitable for supporting various arc-shaped work surfaces of the tunnel, achieves a good effect support, saves time and manpower and is safe and reliable.
    [0031] [0031] Referring to figure 8, the front arc beam 11 comprises a first semiarco beam 110 and a second semiarco beam 111, wherein the first semiarco beam 110 and the second semiarco beam 111 are arranged opposite each other. To form an arc beam, the first semiarco beam 110 is coupled to the second semiarco beam 111 by means of a coupling element, the coupling element being suitable to enable the first semiarco beam 110 and the second semiarco beam 111 to contract towards the inner sides of them or extend towards the outer sides of them at a specific angle under the action of an external force; and the front arc beam 11 has the same structure as the rear arc beam 12.
    [0032] [0032] Preferably, the coupling element is a spring plate 5, an intermediate part of an upper end of the first semiarco beam 110 is provided with an opening, and an intermediate part of an upper end of the second semiarco beam 111 is provided. provided with an opening, in which one end of the spring plate 5 is inserted into the opening of the upper end of the first semiarco beam 110, the other end of the spring plate 5 is inserted into the opening of the upper end of the second semiarco beam 111, and the spring plate 5 is fixedly coupled to the first semiarco beam 110 and the second semiarco beam 111 by means of a pin axis.
    [0033] [0033] The self-displacement tunnel support cover according to the present invention, under the action of a vertical force supporting the support jack, provides support for the wall rock at the top of the tunnel. As the arc structure extends towards the two ends of it and gradually descending on both sides, the supporting force given against the upper lateral part is reduced. In order to increase the supporting force against the upper side to control the collapse of the wall rock in the upper side, the present invention cuts the intermediate part of the total arc beam, and configures a spring structure, such that the beam arc extends outward at a specific angle under the action of an external force, where changes in angle cause changes in distance. When the support jack supports the lower end of the arc beam, the arc beam tends to extend outward, which provides sufficient support force against the upper side. The spring plate according to the present invention works in such a way that the arc tunnel support cover achieves an effect of providing a supporting force against 50% of the wall rock area of the entire tunnel.
    [0034] [0034] Preferably, the coupling element can also be a first hinge 6.
    [0035] [0035] Configuration of the first joint also enables the left and right wings of the arc beam to contract towards the internal side of the beam or extend towards the external side of the beam at a specific angle under the action of an external force, thereby sufficient support force against the upper side and achieving greater safety and reliability.
    [0036] [0036] Referring to figure 9, this modality is based on the aforementioned modality. In this embodiment, inner sides of arcs of the first semiarco beam 110 and the second semiarco beam 111 are provided with a telescopic beam 7, in which one end of the telescopic beam 7 is coupled to the first semiarco beam 110 and the other end of the beam telescopic 7 being coupled to the second semiarco beam 111.
    [0037] [0037] The support jack provides an upward support force against the top, and the lateral telescopic beam also provides a lateral support force against the upper side in such a way that the support cover achieves good support control and good stability.
    [0038] [0038] Preferably, the telescopic beam 7 comprises a small side beam 70 and a large side beam 71, wherein one end of the small side beam 70 is inserted into the large side beam 71, and the other end of the small side beam 70 is coupled. to a hinge seat 8 on the inside of the first semiarch beam 110 by means of a hinge; and the telescopic beam 7 is provided internally with a side jack 72, where one end of the side jack 72 is hinged to the small side beam 70, the other end of the side jack 72 is hinged to the large side beam 71, and one end of the beam large side 71 is coupled to a hinge seat 9 on the inner side of the second semi-arched beam 111 by means of a hinge. The small side beam and the large side beam are made of steel or structural steel having voids.
    [0039] [0039] The present invention achieves an effect of supporting all the upper parts of the tunnel. To improve the support force on the two lateral upper parts of two wings against the wall rock 16, applied by the support cover, and to improve the stability of the support cover, a lateral support force needs to be provided. According to the present invention, a joint is provided in an intermediate position of the arc beam, such that the support beams on the two wings of the arc beam are rotatable around the joint, and form a frame structure that is able to move in or out at a specific angle. A side telescopic beam is provided between the two wings of the arc beam, that is, a telescopic beam and a hydraulic jack that is provided internally, in such a way that the side beam is able to extend and contract. When the side beam contracts, the arched beams on the two wings are moved inward and are then separated from the support against the upper side parts, and slide forward under a small frictional resistance. When the side beam is extended, the side beam moves outwards to support two lateral upper parts 14, in such a way that the two wings, under the action of the supporting force, prevent the wall rock in the upper lateral parts from collapsing. The joint structure plus the lateral jack according to the present invention provides a horizontal lateral force, and provides a supporting force for the upper lateral parts on the two wings of the support cover. This improves the stability of the support cover. In this way, even when the support jack is temporarily removed, the support cover can be stabilized merely under the force provided by the side jack. Therefore, the arch support cover additionally configured with the telescopic beam is not subject to collapse. The arc support cover according to the present invention is not only capable of self-displacement, but also implements an arc top plate providing active support on the three sides of the tunnel. In addition, continuous support force is provided for all three sides. In this way, the structure according to the present invention is applicable for a tunnel with broken wall rock giving a great pressure.
    [0040] [0040] Referring to figure 10, the telescopic beam structure according to the present invention can also be replaced by two structures of inclined support jacks, in which the two structures of inclined support jacks comprise a first support jack angled 73 and a second angled support jack 74. One end of the first angled support jack 73 is coupled to the hinge seat 8 on the inner side of the first semiarco beam 110 by means of a hinge, and the other end of the first angled support jack. inclined support 73 is coupled to a double pivot seat 75, where the double pivot seat 75 is attached to the first joint 6. An end of the second inclined support jack 74 is coupled to the pivot seat 9 on the inner side of the second beam of semiarco 111 by means of a hinge, and the other end of the second inclined support jack 74 is coupled to the double hinge seat 75.
    [0041] [0041] A telescopic mechanism of the tilted support jack of the telescopic beam moves upwards in terms of position, such that a transport vehicle to pass under the support cover has a very large margin in terms of height.
    [0042] [0042] Referring to figure 11, the coupling element comprises an intermediate beam 112 and two joints 19. One end of the intermediate beam 112 is coupled to the first semi-arch beam by means of a joint 19, and the other end of the beam intermediate joint 112 is coupled to the second semi-arched beam 111 by means of another joint 19. The double joint seat 75 is attached to a lower part of the intermediate beam 112, where one end of the double joint seat 75 is coupled to the first jack angled support 73 by means of a hinge, and the other end of the double hinge seat 75 is coupled to the second angled support jack 74 by means of an articulation.
    [0043] [0043] An intermediate beam can be arranged. A front longitudinal beam can be arranged on an upper part of the intermediate beam. To be specific, a front longitudinal beam is arranged in an upper part exactly in the middle of the support cover to support wall rock in an upper part exactly in the middle of the tunnel.
    [0044] [0044] Referring to figures 11 and 12, preferably the side wing beams 17 are provided in downward extending parts at two ends of the front arc beam 11, where the side wing beam 17 is provided with a sidewall protection beam 18. The rear arch beam 21 has the same structure as the front arch beam 11, where the side wing beams 17 are also provided in downward extension parts at two ends of the rear arch beam 21, where the side wing beam 17 is also provided with the side wall protection beam 18.
    [0045] [0045] According to the present invention, the arc beam can be extended downwards and elongated based on that illustrated in figure 3, with linear elongation or curved elongation. An external side of the elongated section of the arc beam is attached to a long beam in the form of a longitudinal bar, that is, a longitudinal beam of side wall protection. Dimensions of the sidewall protection beam may be the same as those of the front longitudinal beam. The front arc beam elongated downwards and the side wall protection beam protect both sides, in such a way that the arc support cover protects two side walls of the tunnel in addition to supporting the upper part of the tunnel. Therefore, a self-displacement support device capable of supporting one side (the upper part) and supporting two sides (the two side walls) is implemented. In this way, the self-displacing arc tunnel support cover is capable of supporting wall rock on one side and supporting wall rock on two sides of the tunnel. This form of frame, during use in the tunnel, is able to effectively prevent hazards and damage caused by slipping and falling of the rock from the two upper side parts and two side walls for people and devices, which achieves a better effect for the tunnel where the wall rock at the top is broken, but the wall rock on both sides is stable. With respect to a tunnel where the work surface with the wall rock on all three sides are all broken and not stable, the arc beam having the first joint, the spring plate or the intermediate beam can be used. The arc beam is additionally provided with the telescopic beam 7, and it is also provided with the side wing beams 17 and the side wall protection beams 18. In this way, the support cover according to the present invention actively supports the three sides of the tunnel (refer to figures 10, 11 and 12).
    [0046] [0046] The present invention also implements a large advance step distance for the support cover, as long as the advance mechanism travel permits. The large feed distance can be implemented by increasing the spacing between the front arc beam and the rear arc beam. In this way, the support cover achieves a high feedrate, and thus the digging capacity of a single cycle in the tunnel is increased and the construction speed is improved.
    [0047] [0047] The longitudinal beam of the support cover according to the present invention can be manufactured in short sections, in which two ends of each short section can be manufactured with articulation structures that can be interconnected to each other. The short sections are convenient for transportation, and can be interconnected and spliced into a section too long for use in a tunnel requiring long distance support.
    [0048] 1. Referindo-se à figura 13a, quando a cobertura de suporte está pronta, todos os macacos de suporte 4 na armação de arcos dianteira 1 são puxados para cima, de tal maneira que os pés colunares são separados da placa de fundo, e neste caso a força de suporte fornecida contra a rocha de parede na parte superior é liberada. O macaco lateral dentro da viga telescópica age de tal maneira que a viga de extensão contrai e a força de suporte dada contra a parte superior lateral é cancelada. Neste caso, a viga longitudinal dianteira 10 disposta longitudinalmente na parte superior da armação de arcos dianteira 1 cai sobre a parte superior da viga de arco traseira 21 disposta lateralmente na armação de arcos traseira 2. Então, a armação de arcos traseira 2 suporta a rocha de parede na parte superior e na parte superior lateral do túnel. Além do mais, a armação de arcos traseira também suporta a armação de arcos dianteira 1 e vários dispositivos na armação de arcos dianteira 1. 2. Referindo-se à figura 13b, o macaco de avanço é estendido, e empurra a armação de arcos dianteira 1 de tal maneira que a armação de arcos dianteira 1 impulsiona todos os dispositivo acoplados a ela para deslocar para frente por uma distância de avanço. 3. Referindo-se à figura 13c, os macacos de suporte 4 na armação de arcos dianteira 1 são abaixados, de tal maneira que a armação de arcos dianteira 1 é elevada para suportar adequadamente a rocha de parede na parte superior. A viga telescópica é estendida de tal maneira que duas asas da armação de arcos dianteira ficam em contato com duas partes superiores laterais. Deste modo, as duas partes superiores laterais são suportadas pelos macacos laterais dentro da viga telescópica. Consequentemente, a armação de arcos dianteira é deslocada para frente de modo bem sucedido. 4. Referindo-se à figura 13d, todos os macacos de suporte 4 na armação de arcos traseira 2 são puxados para cima de tal maneira que a armação de arcos traseira 2 fica descarregada na parte superior. A viga telescópica contrai de tal maneira que duas asas da armação de arcos traseira ficam descarregadas nas partes superiores laterais. Neste caso, a viga longitudinal traseira 20 na armação de arcos traseira 2 é separada da rocha de parede na parte superior, e cai sobre a viga de arco dianteira 11 na armação de arcos dianteira 1. Neste caso, a armação de arcos dianteira 1 suporta a rocha de parede na parte superior e na parte superior lateral e todos os dispositivos transportados na armação de arcos traseira 2. 5. Referindo-se à figura 13e, o macaco de avanço contrai e a armação de arcos traseira 2 e todos os dispositivos transportados na armação de arcos traseira 2 são deslocados para frente por uma distância de avanço. A extremidade dianteira da armação de arcos traseira 2 fica alinhada com a extremidade dianteira da armação de arcos dianteira 1. 6. Referindo-se à figura 13f, todos os macacos de suporte 4 na armação de arcos traseira 2 são abaixados para suportar adequadamente a rocha de parede na parte superior, a viga telescópica na armação de arcos traseira 2 é estendida para elevar para a esquerda e para a direita as duas asas da armação de arcos traseira 2, de tal maneira que as vigas longitudinais traseiras nos lados externos das duas asas fornecem uma força de suporte contra as partes superiores laterais. Deste modo, as partes superiores do túnel são todas suportadas. Aqui todas as ações da cobertura de suporte foram completadas. A viga telescópica é para estabilizar a cobertura de suporte e fornece uma força de suporte para as duas partes superiores laterais. [0048] The frame shape as illustrated in figure 9 is used as an example to describe the method of displacing the self-displacing tunnel support cover and functions of various parts thereof. 1. Referring to figure 13a, when the support cover is ready, all support jacks 4 on the front arch frame 1 are pulled up in such a way that the columnar feet are separated from the bottom plate, and in this if the support force provided against the wall rock at the top is released. The side jack inside the telescopic beam acts in such a way that the extension beam contracts and the support force given against the upper side is canceled. In this case, the front longitudinal beam 10 arranged longitudinally on the upper part of the front arch frame 1 falls on the upper part of the rear arch beam 21 disposed laterally on the rear arch frame 2. Then, the rear arch frame 2 supports the rock at the top and side of the tunnel. Furthermore, the rear frame also supports the front frame 1 and various devices in the front frame 1. 2. Referring to figure 13b, the forward jack is extended, and pushes the front hoop frame 1 such that the front hoop frame 1 pushes all devices attached to it to move forward by a forward distance . 3. Referring to figure 13c, the support jacks 4 on the front arch frame 1 are lowered, such that the front arch frame 1 is raised to adequately support the wall rock at the top. The telescopic beam is extended in such a way that two wings of the front arch frame are in contact with two lateral upper parts. In this way, the two upper side parts are supported by the side jacks inside the telescopic beam. Consequently, the front arch frame is successfully moved forward. 4. Referring to figure 13d, all support jacks 4 on the rear arch frame 2 are pulled up in such a way that the rear arch frame 2 is unloaded at the top. The telescopic beam contracts in such a way that two wings of the rear arch frame are unloaded on the upper side parts. In this case, the rear longitudinal beam 20 in the rear arch frame 2 is separated from the wall rock at the top, and falls over the front arch beam 11 in the front arch frame 1. In this case, the front arch frame 1 supports the wall rock at the top and the top side and all devices carried in the rear arch frame 2. 5. Referring to figure 13e, the forward jack contracts and the rear frame 2 and all devices carried in the rear frame 2 are moved forward by a forward distance. The front end of the rear hoop frame 2 is aligned with the front end of the front hoop frame 1. 6. Referring to figure 13f, all support jacks 4 on the rear arch frame 2 are lowered to adequately support the wall rock at the top, the telescopic beam on the rear arch frame 2 is extended to raise to the left and to the right the two wings of the rear arch frame 2, in such a way that the rear longitudinal beams on the outer sides of the two wings provide a supporting force against the upper side parts. In this way, the upper parts of the tunnel are all supported. Here all support coverage actions have been completed. The telescopic beam is for stabilizing the support cover and provides a supporting force for the two upper side parts.
    [0049] [0049] Preferably, referring to figure 14, based on figure 1, when the front frame 1 and the rear frame 2 are arranged in parallel, the front longitudinal beams 10 and the rear longitudinal beams 20 are arranged in parallel are divided into at least two groups, the at least two groups of longitudinal beams comprising at least one group of longitudinal beams such as steps formed by two groups of longitudinal beams, each group of longitudinal beams comprising at least one front longitudinal beam 10 and a rear longitudinal beam 20.
    [0050] [0050] At least one group of longitudinal beams as step is configured. During construction with excavation using the tunnel step method, the group of longitudinal beams such as a step can be subjected to construction section by section. With this structure, multiple sections of wall rock can be supported and protected.
    [0051] [0051] Referring to figures 14 and 15, based on the aforementioned modality, a self-displacement tunnel support cover such as steps is configured, which comprises at least three groups of longitudinal beams. The front longitudinal beam 10 and the rear longitudinal beam 20 arranged parallel to the highest end form a first group of longitudinal beams 100, wherein the first group of longitudinal beams 100 may comprise two front longitudinal beams 10 and a rear longitudinal beam 20. The other groups of longitudinal beams are arranged symmetrically on two sides of the first group of longitudinal beams 100 with the first group of longitudinal beams 100 as a center of symmetry. Front ends of the first longitudinal beam group 100 are the longest, and front ends of each of the longitudinal beam groups on both sides are gradually shortened. On both sides of the first longitudinal beam group 100, the front ends of any two adjacent longitudinal beam groups form a structure such as a step.
    [0052] [0052] According to this modality, a structure such as a step is formed at the front end of each of the adjacent groups of longitudinal beams, and all the longitudinal beams are divided symmetrically from left to right into various structures such as steps. Two front longitudinal beams and a rear longitudinal beam form a first group of longitudinal beams in the highest part of the arc beam, that is, the central part. The first highest group of longitudinal beams in the central part has larger front ends than those of the other groups, which is the highest end of the longitudinal beam such as a step and also the front end of it. A second group of longitudinal beams and a third group of longitudinal beams are arranged symmetrically on two sides of the first group of longitudinal beams with the first group of longitudinal beams as a geometric axis of symmetry. The other groups of longitudinal beams have smaller front ends than those of the first group of longitudinal beams. The second group of longitudinal beams and the third group of longitudinal beams form a structure such as steps together with the first group of longitudinal beams. A fourth group of longitudinal beams and a fifth group of longitudinal beams are arranged sequentially on an external side of the second group of longitudinal beams and the third group of longitudinal beams, and the fourth group of longitudinal beams and the fifth group of longitudinal beams have ends front ends smaller than those of the second group of longitudinal beams and the third group of longitudinal beams. The fourth group of longitudinal beams and the fifth group of longitudinal beams form a structure such as steps together with the second group of longitudinal beams and the third group of longitudinal beams, and other groups of longitudinal beams are arranged sequentially in the fourth group of longitudinal beams. and in the fifth group of longitudinal beams such that any two adjacent groups of longitudinal beams form a structure such as step between them. Finally, a complete structure such as multiple steps is formed. The longitudinal beams on two outer sides have the smallest front ends, each group of the longitudinal beams is gradually and sequentially elongated. In the structure such as steps according to the present invention, each group of longitudinal beams can be divided into multiple sections during construction with excavation by the tunnel step method, which support and protect the multiple sections of wall rock.
    [0053] [0053] The embodiments described above are merely preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent substitutions or improvements made without departing from the spirit and principle of the present invention are included in the scope of protection of the present invention.
    权利要求:
    Claims (9)
    [0001]
    Self-displacement tunnel support cover, comprising a front frame (1), a rear frame (2), a forward jack (3) and a support jack (4); where: the front arch frame (1) comprises more than three front longitudinal beams (10) and more than three front arch beams (11), all the front longitudinal beams (10) being arranged longitudinally along upper surfaces of arches of the front arch beams (11), each of the front longitudinal beams (10) being coupled to all the front arches beams (11), the support jack (4) being arranged in a lower part of the front arches frame (1); the rear arch frame (2) comprises more than three rear longitudinal beams (20) and more than three rear arch beams (21), all the rear longitudinal beams (20) being arranged longitudinally along the upper arches surfaces of the beams rear arches (21), each of the rear longitudinal beams (20) being coupled to all rear arches beams (21), the support jack (4) being arranged in a lower part of the rear arches frame (2) , the front longitudinal beams (10) and the rear longitudinal beams (20) being arranged alternately, and a spacing being configured between the front arch beam (11) and a rear arch beam (21) adjacent to the front; and one end of the lead jack (3) is attached to the front hoop frame (1), and the other end of the lead jack (3) is attached to the rear hoop frame (2), the front bow beam (11 ) and the rear arc beam (21) both of which are arc-shaped beams, characterized by the fact that the front arc beam (11) comprises a first semiarco beam (110) and a second semiarco beam (111), the first semiarco beam (110) and the second semiarco beam (111) being Oppositely arranged to form an arc beam, the first semiarco beam (110) being coupled to the second semiarco beam (111) by means of a coupling element, the coupling element being suitable to enable the first semiarco beam (110) ) and the second semi-arch beam (111) to contract towards the internal sides of the same, or extend towards the external sides of the same at a specific angle under the action of an external force; and the front arc beam (11) is of the same structure as the rear arc beam (21), where the inner sides of arcs of the first semi-arch beam (110) and the second semi-arch beam (111) are provided with a telescopic beam (7), one end of the telescopic beam (7) being attached to the first semi-arch beam (110) and the other end of the telescopic beam (7) being attached to the second semi-arch beam (111), the telescopic beam (7 ) comprising a small side beam (70) and a large side beam (71), one end of the small side beam (70) being inserted into the large side beam (71), and the other end of the small side beam (70) being coupled to a hinge seat (8) on the inside of the first semi-arched beam (110) by means of a hinge; and the telescopic beam (7) is provided internally with a side jack (72), one end of the side jack (72) being hinged on the small side beam (70), the other end of the side jack (72) being hinged on the side beam large (71), one end of the large side beam (71) being coupled to a hinge seat (9) on the inner side of the second semi-arch beam (111) by means of a hinge.
    [0002]
    Self-displacement tunnel support cover according to claim 1, characterized by the fact that: the coupling element is a spring plate (5), an intermediate part at an upper end of the first semiarco beam (110) is provided with an opening, and an intermediate part at an upper end of the second semiarco beam (111) is provided with an opening, one end of the spring plate (5) being inserted into the opening in the intermediate part of the first semiarco beam (110) ), the other end of the spring plate (5) being inserted into the opening in the middle part of the second semiarco beam (111), and the spring plate (5) being fixedly attached to the first semiarco beam (110) and the second semi-arched beam (111) by means of a pin axis.
    [0003]
    Self-displacement tunnel support cover, according to claim 1, characterized by the fact that the coupling element is a first joint (6).
    [0004]
    Self-displacement tunnel support cover according to claim 1, characterized in that the coupling element comprises an intermediate beam (112) and two joints (19), one end of the intermediate beam (112) being coupled to the first semiarco beam (110) by means of a joint (19), and the other end of the intermediate beam (112) being coupled to the second semiarco beam (111) by means of another joint (19).
    [0005]
    Self-displacement tunnel support cover according to claim 1, characterized in that the telescopic beam (7) comprises a first inclined support jack (73) and a second inclined support jack (74), one end of the first inclined support jack (73) being coupled to a hinge seat (8) on the inner side of the first semiarco beam (110) by means of a joint, the other end of the first inclined support jack (73) being coupled to a double hinge seat (75), the double hinge seat (75) being coupled to the coupling element, one end of the second angled support jack (74) being coupled to a hinge seat (9) on the inner side of the second semiarco beam (111), and the other end of the second inclined support jack (74) being coupled to the double articulation seat (75).
    [0006]
    Self-displacement tunnel support cover according to any one of claims 1 to 5, characterized in that side wing beams (17) are provided in downward extension parts at two ends of both the front arc beam ( 11) and the rear arc beam (21), each of the side wing beams (17) being provided with a side wall protection beam (18).
    [0007]
    Self-displacement tunnel support cover according to claim 6, characterized by the fact that: one end of the forward jack (3) is coupled to the front arc beam (11), and the other end of the forward jack (( 3) is coupled to the rear arc beam (21); and the support jack (4) is arranged below the sides of the front arc beam (11) and the rear arc beam (21).
    [0008]
    Self-displacement tunnel support cover according to any one of claims 1 to 7, characterized in that, when the front frame (1) and the rear frame (2) are arranged in parallel, the beams front longitudinal beams (10) and the rear longitudinal beams (20) which are arranged in parallel are divided into at least two groups of longitudinal beams, the at least two groups of longitudinal beams comprising at least one group of longitudinal beams such as steps formed by two groups of longitudinal beams, each group of longitudinal beams comprising at least one front longitudinal beam (10) and one rear longitudinal beam (20).
    [0009]
    Self-displacement tunnel support cover according to claim 8, characterized by the fact that it comprises at least three groups of longitudinal beams, the front longitudinal beam (10) and the rear longitudinal beam (20) arranged in parallel at the far end form a first group of longitudinal beams (100), the other groups of longitudinal beams are arranged symmetrically on two sides of the first group of longitudinal beams (100) with the first group of longitudinal beams (100) as a center of symmetry, ends front ends of the first group of longitudinal beams (100) are the longest, and front ends of each of the groups of longitudinal beams on both sides are gradually shortened to form a structure such as steps.
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    同族专利:
    公开号 | 公开日
    CA2869211C|2017-01-10|
    CN102628368B|2014-07-09|
    ES2657073T3|2018-03-01|
    CA2869211A1|2013-10-31|
    CN102628368A|2012-08-08|
    BR112014026097A2|2017-06-27|
    AU2012377963B2|2016-07-07|
    US20150086272A1|2015-03-26|
    HRP20180102T1|2018-04-06|
    AU2012377963A1|2014-11-06|
    EP2843189B1|2017-12-13|
    US9291053B2|2016-03-22|
    ZA201407744B|2015-12-23|
    RU2612427C2|2017-03-09|
    RU2014145634A|2016-06-20|
    IN2014MN01943A|2015-07-10|
    NO2843189T3|2018-05-12|
    WO2013159448A1|2013-10-31|
    EP2843189A4|2016-03-16|
    EP2843189A1|2015-03-04|
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    法律状态:
    2018-12-11| B06F| Objections, documents and/or translations needed after an examination request according [chapter 6.6 patent gazette]|
    2019-12-24| B06U| Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]|
    2020-08-04| B09A| Decision: intention to grant [chapter 9.1 patent gazette]|
    2020-12-01| B16A| Patent or certificate of addition of invention granted|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 26/06/2012, OBSERVADAS AS CONDICOES LEGAIS. |
    优先权:
    申请号 | 申请日 | 专利标题
    CN201210127714.X|2012-04-26|
    CN201210127714.XA|CN102628368B|2012-04-26|2012-04-26|Tunnel self-advancing support shed|
    PCT/CN2012/077530|WO2013159448A1|2012-04-26|2012-06-26|Self-moving tunnel support canopy|
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