• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    Anchoring system for mixed structures. It allows an optimal structural collaboration between a structure formed by metal bars in lattice and a wooden beam, beam or slab, the anchoring system (1) comprising: a longitudinal connection plate (10) coupled and inserted in a recess (2.1) of the wooden slab (2); where the connection plate (10) has two divergent lower ends (11), configured to receive or weld the bars of the lattice structure (3); and a binder material (30, 40) arranged on the connection plate (10) and linking the lattice structure (3) and wooden slab (2); where the lower extremities (11) of the connection plate (10) are arranged at equal angles of incidence (α) and output (β) and opposite direction with respect to the same imaginary horizontal axis (I). (Machine-translation by Google Translate, not legally binding)
    公开号:ES2636747A1
    申请号:ES201630433
    申请日:2016-04-08
    公开日:2017-10-09
    发明作者:Jose Luis FERNANDEZ CABO；Miguel Carlos Fernandez Cabo
    申请人:Universidad Politecnica de Madrid；
    IPC主号:
    专利说明:

    image 1
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    image3 DESCRIPTION
    Anchorage system for mixed structures OBJECT OF THE INVENTION
    The present invention belongs to the construction sector, and more specifically to joining and / or anchoring systems for mixed structures, in particular those constituted by a lattice metal bar structure and a wooden board, beam or slab.
    The object of the present invention is an anchoring system that allows an optimal structural collaboration between a structure formed by lattice bars and a wooden board, beam or slab, providing a structure with high structural and constructive performance, at the same time as They minimize production and labor costs. BACKGROUND OF THE INVENTION
    At present, metal lattice beams are widely known, basically consisting of a set of bars that form a reticular structure of bars, interconnected in nodes forming triangles. Said bars are welded or screwed to connecting plates, constituting a structural assembly in which the upper bead, the core or central section of the beam and the lower bead can be distinguished. Thus, it is known that in a lattice beam, the upper bead mainly supports compression forces or forces, while the lower bead supports tensile stresses.
    On the other hand, beams or mixed structures are known, made with different materials, where a material is assigned for the execution of the lower bead and the soul of the beam; while other material is assigned to the upper beam cord. In this way, the upper beam cord is transformed into a surface body suitable for shaping the surface of the floor. Traditionally, a metal structure (usually steel) has been used for the lower cord and the core, and a reinforced concrete structure for the upper cord, forming a mixed structure with predominantly longitudinal T-shaped development. Examples of joining elements for mixed structures, the English patent application GB633014A can be cited, where a Nelson® type cutting connector for joining steel-concrete collaborating structures by welding is described; or application US2015101458A1 describing a more recent variant of the Nelson® connector for joining materials of different nature.
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    On the other hand, the appearance of contralaminated wood panels, perhaps better known by the acronym CLT (of the English "Cross Laminated Timber") has opened the possibility of using these panels as a top bead, replacing the function previously fulfilled by reinforced concrete . These panels or CLT boards are formed by sheets or layers of wood arranged longitudinally and transversely, glued together, forming large-format solid wood plates, offering a high load capacity, at the same time as a very small own weight, in comparison with reinforced concrete.
    Thus, the technical problem that arises here is how to provide an alternative solution to the current mixed steel-concrete structures, so that it is possible to effectively transmit the efforts of the soul of a metal beam to a wooden panel (CLT or derivative any wood), taking into account the large difference in values between the permissible stresses of steel and wood. DESCRIPTION OF THE INVENTION
    By means of the present invention, the above-mentioned technical problem is solved by providing an anchoring system for mixed structures that allows an optimal structural collaboration between a structure formed by lattice metal bars and a wooden board, beam or slab, obtaining a high-performance structure. structural and constructive, while minimizing production, material and labor costs.
    More in particular, the anchoring system of the invention succeeds in replacing the conventional metallic top cord with a wooden structural element, be it sawn wood, CLT wood counter-laminated board, or any other wood derivative. Thus, the idea that underlies the invention is that, if the beams are used to support slabs, it is feasible to convert the upper beams or joists into the continuous surface that forms the footable slab, that is, the floor. In this way, forging and guarding constitute a single structural body, and the ground does not become a dead load on the structure. Therefore, by means of the present invention, the structural collaboration between a metal structure, such as steel, formed by lattice bars and a beam, CLT board, or any other structural piece of wood is effectively resolved.
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    The anchoring system comprises a longitudinal connection plate coupled and inserted in a recess of the wooden slab, where the connection plate has two divergent lower extremities, configured to receive or weld the bars of the lattice structure, and a binder material arranged on the connection plate and linking the lattice structure and wooden slab. More specifically, the lower extremities of the connecting plate are arranged at equal angles of incidence and exit and in the opposite direction with respect to the same imaginary horizontal axis. In this way, as will be explained later, the vertical components of the concurrent forces in each of the upper nodes of the lattice structure are equal and of opposite sign, so they cancel each other out and therefore do not generate effort vertical shear
    Thus, the variants of the invention are established based on the binder material that links the two structural materials, wood and metal, to achieve a mixed structure that works in solidarity.
    According to a first preferred embodiment, the anchoring system is based on the use of concrete as a binding material; while according to a second preferred embodiment the anchoring system is based on the use of resins. In both cases, the rationale is the same: compensation between the upward and downward vertical forces that occur in each of the upper nodes of the metal structure of lattice bars. In this way, the CLT board or wooden slab only has to withstand the horizontal forces transmitted by the lattice, without having to resist vertical shear forces. For this, an adequate design of the lattice is essential, in order to guarantee this structural operation. In this way, the production costs of the entire construction process are minimized, achieving mixed metal-wood structures with high structural performance and optimal load distribution, allocating tensile stresses to metal (steel) and compression stresses to timber.
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    Some of the main advantages obtained by means of the anchoring system of the invention are indicated below:
    -Efficient metal-wood union that manages to make wood work in compression and metal (steel) in traction. -The connection between wood and concrete is done in a way that does not generate bends or torsions in the joint, transmitting simple efforts. -Design of a metal structure in lattice so that vertical shear forces are not transmitted in the union with the wood. -Conformation of the floor from a floor ready for use, so that floor and guard constitute a single structural body.
    -Possibility of using the CLT board or wooden slab as a formwork base for the pouring of a supplementary concrete, which can also be made collaborating with the lower metal structure.
    -In addition, it is possible to avoid the use of formwork by reversing the position of the structure during the concreting process of the CLT board recesses
    or similar. DESCRIPTION OF THE DRAWINGS
    To complement the description that is being made and in order to help a better understanding of the characteristics of the invention, according to a preferred example of practical implementation thereof, a set of drawings is attached as an integral part of said description. where, for illustrative and non-limiting purposes, the following has been represented:
    Figures 1A-1D.-They show schematic views where the concurrence of existing forces between a lattice structure of metal bars and an upper wooden cord is appreciated.
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    Figures 2A-2D.-They show the anchoring system according to a first preferred embodiment of the invention, where mortar filler and Nelson® type cutting connectors are used, as well as the recessing practiced in a contralaminated wooden panel, in this case of concave cross section.
    Figures 3A-3D.-They show the anchoring system according to a second preferred embodiment, as well as the recess made in a counter-laminated wooden panel, in this case completely flat on its four sides.
    Figures 4A-4C.-They show views of a perimeter reinforcement based on screws or wood screws introduced in the counter-laminated panel itself, in this case for the recess of concave section.
    Figures 5A-5C.-They show another possible perimeter reinforcement option for a counterlaminated wooden panel, in this case for a convex section recess. PREFERRED EMBODIMENT OF THE INVENTION
    Several examples of preferred embodiment are described below with reference to the aforementioned figures, without limiting or reducing the scope of protection of the present invention.
    In Figures 1A-1D you can see some diagrams that graphically illustrate the structural criteria on which the design of a lattice metal structure (3) and its connection with a wooden top cord (2) is based to balance the shear stresses vertical (V1, V2) in the joint, which allows focusing only on resisting the horizontal stresses (H1, H2) of compression to transmit them to the wood (2).
    Figure 1A shows the longitudinal section of a mixed structure formed by a lattice structure (3) with a metal bar frame and an upper wooden cord (2). In one of the upper nodes of the lattice structure (3) a box is indicated that will be used in Figures 1B, 1C and 1D, enlarged as a detail to explain more clearly the concurrence of the forces in that node.
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    More specifically, in Figure 1B the forces (F1, F2) existing along the diagonal bars of the lattice structure (3) can be seen; where said forces (F1, F2) decompose into their respective vertical and horizontal components (V1, H1), (V2, H2) respectively.
    Figure 1C shows the concurrent forces grouped in the node, such that if the angle of incidence (α) is the same as the angle of departure (β) of the diagonal bars of the lattice structure (3), the components Vertical (V1, V2) are equal and of opposite sign, so they cancel each other out and therefore do not generate vertical shear stress. The other two horizontal components (H1, H2) are summed into a single flush component (H), with H = H1 + H2. On the other hand, in figure 1D the polygon of equilibrium of concurrent forces in the node is shown, where it is observed that the horizontal reaction (RH) is equal to the flush component (H), that is, RH = H = H1 + H2 . Therefore, making it possible to consider only the horizontal components (H1, H2), which will be transmitted to the CLT board or wooden slab.
    According to a first preferred embodiment, shown in Figures 2A-2D, the anchoring system (1) has a longitudinal connection plate (10) located in the direction of the flush with cutting connectors (20) type Nelson® welded to the connection plate (10).
    More specifically, the anchoring system (1) of the invention comprises a connection plate (10) preferably made of steel, to which the diagonal bars of a lattice metal structure (3) are welded or fixed, as reflected by the figure 2A. It is envisioned that said diagonal bars of the lattice metal structure (3) can be steel tubes of any section, or bars or profiles with a full soul. This connecting plate (10) has two divergent lower extremities (11), in the form of pants, see figure 2A, configured to receive or weld the diagonal bars of the lattice structure (3).
    According to this first embodiment, the connection plate (10) has a central upper section (12) intended to be embedded in an expansive mortar (30) housed in the recess (2.1) of the wooden slab (2).
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    Two basic variants for the lower extremities (11) of the connecting plate (10) are shown in Figure 2A: a first variant, shown to the left of said Figure 2A, where the lower extremity (11) comprises a slotted diagonal and welded to the rest of the body of the connection plate (10); while a second variant of the lower limb (11), the one shown to the right of that same figure 2A, corresponds to a “waiting link”, consisting of two discs (11.1, 11.2) or flanges, where a first disk
    (11.1) is welded to the connection plate (10) and a second disk (11.2) is welded to the diagonal bar of the lattice structure (3); said discs (11.1, 11.2) being connected by means of tightening nuts (11.3) of controlled torque.
    In the upper section (12) of the connecting plate (10), which will be embedded in the expansive mortar (30), bolts or cut connectors (20) type Nelson® are fixed or welded in order to transmit the horizontal stresses or stresses, reached at the node through the connection plate (10), to a continuous medium housed in a recess (2.1) made in the wooden slab (2), whether it is a counter-laminated wooden board (2) ) CLT, sawn wood or any other product derived from wood. Thus, the filling material proposed in this first embodiment is expansive mortar (30) with different possible loads (aggregates, steel rods for DRAMIX® type concrete reinforcement, etc.). The key to the expansive mortar (30) is its expansiveness which guarantees a thrust on the walls of the recess (2.1) of the wooden slab (2), improving adhesion and shear resistance.
    In the 2D figure a perspective view of the recess (2.1) made in the wooden slab (2) is observed, in this case showing its flat front walls in the direction perpendicular to the flush, while the side walls have a concave section. The objective pursued in this regard is to create a highlight to improve behavior in the face of possible unforeseen vertical cutting efforts. However, although in said 2D figure a recess (2.1) with a concave V section is shown, it is provided that it may have another configuration, such as a convex section shown in Figure 5A, a grooving, a grooving, etc., which also improves the resistance to possible vertical shear.
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    In this way, the diagonal bars of the lattice structure (3) take the forces to the connection plate (10) of the knot, which leads the forces to the flat walls of the recess (2.1) of the wooden slab through of the Nelson® cutting bolts or connectors (20) that are anchored in the expansive mortar (30) that acts as a conductive vehicle for the horizontal stresses between the lattice metal structure (steel) (3) and the wooden slab ( 2).
    In order to pour the expansive mortar (30) into the recess (2.1) of the wooden slab (2) without the need for formwork from above and below, a solution is provided consisting of inverting the position of the lattice structure (3), so that the wooden slab (2) is first placed on a flat floor that will serve as a formwork. Next, the inverted lattice structure (3) is placed, stabilized and the expansive mortar (30) is poured until it reaches the level that matches the thickness of the wooden slab (2). Once the expansive mortar (30) is set and hardened, the structural assembly can be removed and moved and assembled on site. Note that some release agent must be used on the ground used under the recess (2.1) to prevent said mortar (30) from adhering to the ground.
    It should also be noted that the anchoring system (1) described here is suitable both for producing mixed T-structures, and structures with V-shaped metal lattice, while the collaborating wooden slab on top is suitable for obtaining slabs using large-format CLT boards . Therefore, the main originality of this first preferred embodiment lies not only in the use of wood as a top bead, but also in the use of mortar and / or expansive concrete to transmit the stresses that come from the metal core, to the CLT board or wooden slab, increasing the contact section to make the effort transmission areas compatible, due to the large difference in stresses allowed by wood and metal (steel).
    On the other hand, according to a second preferred embodiment of the invention, shown in Figures 3A-3D, another possible example of the anchoring system (1) is described below, in this case comprising a first longitudinal connection plate (10), preferably of steel, with two divergent lower ends (11) in the form of pants, located in the direction of the flush, and a pair of transverse connection plates (10 '), preferably of steel, welded perpendicularly with respect to the first plate of base connection (10), as shown in figures 3C.
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    Similarly to the previous case, two variants are shown in Figure 3A for joining the first connecting plate (10) with the diagonal bars of the lattice structure (3). However, in this case the expansive mortar filling (30) and the cutting connectors (20) are dispensed with as a transmitter element, directly using the two transverse connection plates (10 ’). These transverse connection plates (10 ’) coincide with the flat walls of the recess (2.1) of the wooden slab (2), as shown in Figure 3B.
    In the 3D figure it can be seen that in this case the recess (2.1) is completely flat on its four sides, since it is not necessary to resist the possible vertical shear stress on the expansive mortar, now non-existent. In this case, to resist possible unforeseen vertical stresses, the anchoring system (1) incorporates epoxy resins
    (40) or suitable adhesives for joining said connecting plates (10) ’transverse to the recess walls (2.1) of the wooden slab (2). In this case, the mixed structure does not need to fill the hole provided by the recess (2.1), however, if, for architectural or functional reasons, it is wanted to be filled, it could be done with any product such as a glue and sawdust mortar, shavings, etc.
    For this second embodiment, the anchoring system (1) offers the advantage of facilitating the execution of the recess (2.1) of the wooden slab (2), which as already mentioned is flat on all sides and can be machined with a simple guide template placed on the surface of the slab, and a jigsaw, or by drilling and milling, etc.
    Finally, it has been contemplated that the anchoring system (1) of the invention can additionally incorporate a perimeter reinforcement (50) to reinforce the resistance of the wooden slab (2) to punching and flush forces. Said perimeter reinforcement (50) preferably comprises a plurality of screws or screws specific to wood, introduced perpendicularly to the wooden slab (2), forming a perimeter ring shown in the plan views of Figures 4B and 5B. Figures 4C and 5C show a sectional view of a wooden slab (2) incorporating said perimeter reinforcement (50), both for the concave recess (2.1) and for the convex recess (2.1).
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    权利要求:
    Claims (13)
    [1]
    image 1
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    1.-Anchoring system (1) for mixed structures, of those constituted by a lattice structure (3) of metal bars and a wooden slab (2) mounted on said lattice structure (3), the anchoring system being (1) characterized by understanding:
    -a longitudinal connection plate (10) coupled and inserted in a recess (2.1) of the wooden slab (2),
    - where the connecting plate (10) has two divergent lower ends (11), configured to receive or weld the bars of the lattice structure (3), and
    -a binder material (30, 40) arranged in the connection plate (10) and linking the lattice structure (3) and wooden slab (2),
    where the lower extremities (11) of the connecting plate (10) are arranged at equal angles of incidence (α) and exit (β) with respect to the same imaginary horizontal axis (I).
    [2]
    2. Anchoring system (1) according to claim 1, characterized in that the connecting plate (10) has a central upper section (12) intended to be embedded in an expansive mortar (30) housed in the recess ( 2.1) of the wooden slab (2).
    [3]
    3. Anchoring system (1) according to claim 2, characterized in that it additionally comprises cutting connectors (20) Nelson® type fixed or welded in the upper section (12) of the connection plate (10).
    [4]
    4. Anchoring system (1) according to any one of claims 1 to 3, characterized in that recessed (2.1) of the wooden slab (2) has its flat front walls, while its side walls have a section concave
    [5]
    5. Anchoring system (1) according to any one of claims 1 to 3, characterized in that recessed (2.1) of the wooden slab (2) has its flat front walls, while its side walls have a section convex
    12
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    [6]
    6. Anchoring system (1) according to any one of claims 4 or 5, characterized in that it additionally comprises a perimeter reinforcement (50) to reinforce the resistance of the wooden slab (2) to punching and flush forces.
    [7]
    7. Anchoring system (1) according to claim 6, characterized in that the perimeter reinforcement (50) is a plurality of screws or screws specific to wood, introduced perpendicularly to the wooden slab (2).
    [8]
    8. Anchoring system (1) according to claim 1, characterized in that it additionally comprises a pair of transverse connection plates (10 '), welded perpendicularly with respect to the first longitudinal connection plate (10), and coincident with the flat walls of the recess (2.1) of the wooden slab (2).
    [9]
    9. Anchoring system (1) according to claim 8, characterized in that the recess (2.1) of the wooden slab (2) is completely flat on its four sides.
    [10]
    10. Anchoring system (1) according to claim 9, characterized in that it further comprises epoxy resins (40) for joining the connecting plates (10) 'transverse to the flat front walls of the recess (2.1) of the wooden slab (2).
    [11]
    11. Anchoring system (1) according to claim 1, characterized in that the lower extremities (11) comprise a grooved diagonal and welded to the rest of the body of the connecting plate (10).
    [12]
    12. Anchoring system (1) according to claim 1, characterized in that the lower extremities (11) comprise two discs (11.1, 11.2), wherein a first disc
    (11.1) is welded to the connection plate (10) and a second disk (11.2) is welded to the lattice structure bar (3); said discs (11.1, 11.2) being connected by means of tightening nuts (11.3). 13. Anchoring system (1) according to any one of claims 1 or 8,
    13
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    characterized in that the connection plates (10, 10 ’) are made of steel.
    [14]
    14. Anchoring system (1) according to any one of the preceding claims, characterized in that the wooden slab (2) is a counter-laminated board of CLT wood, sawn wood or any other product derived from wood.
    14
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    同族专利:
    公开号 | 公开日
    ES2636747B2|2018-06-25|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US2764108A|1952-03-03|1956-09-25|Easybow Engineering & Res Co|Apparatus for connecting the webs to the chords in trusses|
    US3961455A|1973-05-29|1976-06-08|Peters Dierk D|Truss support connector|
    FR2745831A1|1996-03-07|1997-09-12|Gezat Aubin|Assembly device for wooden frames in constructions|
    ES2226150T3|1997-06-09|2005-03-16|Sfs Intec Holding Ag|CONNECTION ELEMENT FOR ASSEMBLY OF AT LEAST TWO WOODEN ELEMENTS AND ONE KNOT POSTER.|
    US20040074183A1|2001-08-30|2004-04-22|Schneider Walter G. M.|Wood deck connection system and method of installation|
    KR20120101792A|2011-03-07|2012-09-17|지에스건설 주식회사|Hybrd-structure beam using gusset connection plate|
    US20140174017A1|2012-12-24|2014-06-26|Whole Trees, LLC|Truss and column structures incorporating natural round timbers and natural branched round timbers|
    法律状态:
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