专利摘要:
A structure is proposed for metal constructions, in particular of the trestlework type, with at least an angle iron having equal legs, eachone of which being extended at its free and with a first and a second extension length having a width substantially equal to half width of a leg, the first extension length being positioned at right angle relatively to the first extension length, the second extension length being positioned at right angle relatively to the first extension length, in such a direction as to depart from the other leg of the angle iron. The structure is moreover provided with jointing elements each constitued by a plate suitable to be fastened on to the angle iron at least on correspondence of the inner surface of one of its legs, and in correspondence of the inner surface of the second extension length of its second leg.
公开号:SU1600636A3
申请号:SU864027274
申请日:1986-04-04
公开日:1990-10-15
发明作者:Панталоне Антонио
申请人:Антрнио Панталоне (IT);
IPC主号:
专利说明:

O5 00 O5
 cm
fts.2
ten
15
31600636
The invention relates to construction and can be used for metal structures, such as an overpass type, in particular, mounted using sectional beams and connecting elements.
The purpose of the invention is to increase the carrying capacity and simplify its development.
Fig. 1 shows the assembly of the connection of structural elements; FIG. 2 is a section A-A in FIG., FIG. 3 - unit for connecting structural elements with a T-shaped connecting element. TOM} in FIG. 4 - section bb in figure 3; in fig. 5 - unit for connecting structural elements with two connecting elements; in fig. 6 shows a section B-B in FIG. five; Fig. 7 shows a connection unit of structural elements with two connecting elements, one of which is T-shaped; on fng. 8 is a section of the GGD of FIG. 7, FIG. 9 is an embodiment of the assembly shown in fig.7; in fig. JO - section DD in figure 9; in FIG. 11 is an embodiment of the node a depicted in FIG. 7; in fig. 12 is a section E-E of FIG. 10; in FIG. 13 is an embodiment of the assembly shown in FIG. 14 is a cross-section of an LC-F in FIG. 3 in FIG. 15 — an assembly for connecting structural elements with two T-shapes
20
thirty
7
the measure of the measure
you me
that
about Til for F
shit to ud
connecting elements; in fig. 16-35 second elongations at the ends of the first
extensions and perpendicular to them last, joined together by a razor-shaped lattice attached to the corners by means of connecting elements located in the inner edge of the corner, characterized in that, in order to increase the carrying capacity and simplify production, the connecting element is formed by at least one a plate attached to the inner surface of one of the shelves of the corner and the inner surface of the second extension of the other shelf of the corner, with the length of the first extensions equal to half the length of the corner shelf, mind nshennoy an amount equal to half the sum tolpiny second elongated connecting member and the board thickness and the length is equal to half of the second elongated shelf bracket length, increased by the value of said sum.
section and And on Fig; in fig. 17 — unit for connecting structural elements with a connecting element of two T-shaped parts; in fig. 18 is a cross-section K-K in FIG.
Structures DP7 of metal constructions comprise sectional blocks including angles 1, having first extensions 3 at the ends of shelves 2, perpendicular to shelves 2 or perpendicular extensions m 3, second extensions 4 are combined between themselves by a diagonal grid 5 attached to angles 1 by means of a connector. элементовshh elements placed in the inner cavity of the corner 1.
The connecting element is designed as a plate attached to the inner surface of one of the shelves of the corner 1 and the inner surface of the second extension 4. The length of the first extensions 3 is equal to half the length of the shelf of the corner 2, reduced by an amount equal to sum10
15

 . ; 25
20
thirty

half the thickness of the second extension 4 and the thickness of the plate of the connecting element 6, and the length of the second extension 4 is equal to half the length of the corner shelf 1, increased by the amount of the said amount, which ensures that the center of gravity remains unchanged. The slab of the connecting element 6 can be provided with a plate 7 perpendicular to it, attached to the inner surface of the second extension 4 of the first flange of the corner 2.
Additional plate can be made of two parts 8 and 9, placed on both sides of the plate 6. Part 9 is attached to the inner surface of the second shelf 2 corner 1.
Between the plates 6 and 7 can be installed edge 10 stiffness.
The plates 6, 7 and 8 can be provided at their ends with a plate 11, which provides the T-shaped profile to the connecting element.
权利要求:
Claims (5)
[1]
1. A construction for metal structures containing sectional blocks comprising angles, each of which has first extensions at the ends of the shelves, perpendicular to the shelves.
 second extensions at the ends of the first
extensions and perpendicular to the latter, interconnected by a diagonal lattice attached to the corners by means of connecting elements located in the inner cavity of the corner, characterized in that, in order to increase the carrying capacity and simplify production, the connecting element is formed by at least one plate, attached to the inner surface of one of the corner shelves and the inner surface of the second extension of the other corner shelf, with the length of the first extensions being equal to half the length of the corner shelf, menshennoy an amount equal to half the sum tolpiny second elongated connecting member and the board thickness and the length is equal to half of the second elongated shelf bracket length, increased by the value of said sum.
[2]
2. The construction of p. P. I, characterized in that the connector 5
The element is provided with an additional plate, mounted perpendicularly to the first one and attached to it and to the inner surface of the second extension of the first flange of the corner.
[3]
3. The construction according to claim 2, wherein the additional plate is made of two parts located on both sides of the first plate and attached to the inner surface of the second shelf of the corner.

//
,
ZH
Fig.Z
[4]
4. Constructions on PP. 1-3, which is provided with a stiffener installed between the plates of the connecting element.
[5]
5. Constructions according to claims 1-3, characterized in that at least
At least one plate of the connecting element is provided with a plate installed perpendicular to its end with the formation of a T-shaped profile of the connecting element.
-WITH
Fig 1
6-5
6 3
figl
Fg / g7
J
vd
.one
FIG. 6
f-r
/
  i 11
 ill -
Vn
 X
70
r5
five
FIG. 8 A-A
D

jJ
0
; f
ch / i and.
 eleven
but

Fig.12
-J
1
;; //
.
M g - hg-Y-1 (
: 1I5
15
l
t ± ™ T ± T: I ± r Tir ° ± lrt3r 1: I 4
I-- olt
. one
and-and
11 2
/ x y
F
i ± a
-t
i
eight
Sh
 6
FIG. sixteen
/ mr
, r - r |
nn
and
i :: J
Tl
f f b
Fg / 2 /
类似技术:
公开号 | 公开日 | 专利标题
US4214413A|1980-07-29|Building structure
SU1600636A3|1990-10-15|Structure for metal buildings
US4170857A|1979-10-16|Facade construction
US5165212A|1992-11-24|Hollow panel wall assembly
US3874139A|1975-04-01|Basement wall construction
US3401496A|1968-09-17|Composite glass panel with disparate edging
US1519292A|1924-12-16|Column construction
US4059937A|1977-11-29|Steel girder
RU2036288C1|1995-05-27|Three joint arch
SU739195A1|1980-06-05|Device for coupling girder to x-shaped column
SU620222A3|1978-08-15|Construction panel
RU2060331C1|1996-05-20|Wall enclosure
SU1337041A1|1987-09-15|Furniture sectionized articles
SU1544907A1|1990-02-23|Building prefabricated section
SU1670054A1|1991-08-15|Frame of building
SU637503A1|1978-12-15|Butt joint of prefabricated concrete members
RU98103879A|1999-03-10|METAL WOODEN BEAM
SU1267638A1|1986-10-30|Spatial angular joint
SU1040078A1|1983-09-07|Network shell
SU1096361A1|1984-06-07|Reinforcement/forms block
RU2081260C1|1997-06-10|Method for assembling the building structures of similar members
SU1752903A1|1992-08-07|Building
FI72168C|1987-04-13|BETONGELEMENTKONSTRUERAT BYGGSYSTEM.
SU1571166A1|1990-06-15|Three-layer wall panel
SU975964A1|1982-11-23|Cemented wooden beam
同族专利:
公开号 | 公开日
ES553525A0|1987-01-01|
KR900006918B1|1990-09-24|
ES8702559A1|1987-01-01|
YU54186A|1988-04-30|
JPH0754013B2|1995-06-07|
PT82305A|1986-09-16|
US4680912A|1987-07-21|
YU46523B|1993-11-16|
CN86102247A|1986-10-15|
AU585000B2|1989-06-08|
ZA862522B|1986-12-30|
AT53422T|1990-06-15|
IT8520270D0|1985-04-05|
AU5565986A|1986-10-16|
CA1281883C|1991-03-26|
IN165936B|1990-02-10|
JPS61254729A|1986-11-12|
PT82305B|1994-11-30|
PL153539B1|1991-05-31|
DE3671774D1|1990-07-12|
EP0199395A2|1986-10-29|
CN1007995B|1990-05-16|
DD244589A5|1987-04-08|
IT1184403B|1987-10-28|
KR860008348A|1986-11-14|
EP0199395A3|1987-08-26|
BR8601557A|1986-12-09|
HRP920996A2|1994-04-30|
EP0199395B1|1990-06-06|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题

DE608535C|1935-01-25|Fritz Merkel|Welded truss or welded column for iron building|
US2731116A|1952-03-24|1956-01-17|Plan It Homes|Corner stud construction|
US3110535A|1961-10-06|1963-11-12|Dahlstrom Mfg Corp|Metal cabinet framework and panel structure|
BE638617A|1962-10-25|
NL6505731A|1965-05-06|1966-11-07|
US3500600A|1968-03-19|1970-03-17|Obie E Bagley Sr|Trim for shiplap siding|
DE2654239A1|1976-11-30|1978-06-01|Licentia Gmbh|CONTROL CABINET WITH A FRAME MADE FROM PROFILE RODS|
IT1123487B|1979-07-26|1986-04-30|Pantalone Antonio|PROFILE FOR BRIDLE OR UPRIGHTS OF LOWER BEAMS OR OTHER STRUCTURES|
US4349996A|1980-04-24|1982-09-21|Armco Inc.|Integrated roof system|US5123587A|1991-06-11|1992-06-23|Owen Joist Corporation|Method and apparatus for making steel joists|
IT1303871B1|1998-11-25|2001-03-01|Sistem Engineering S R L|STRUCTURE OF WALL AUCTIONS FOR RETICULAR BEAMS|
NL1018088C2|2001-05-17|2002-11-19|Wuestman Tuindecoraties B V|Connection for wall elements.|
DE102004054582A1|2004-11-11|2006-05-24|Siemens Ag|Method of joining components by riveting or screwing and laser welding|
RU2756262C1|2020-12-10|2021-09-28|Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" |Nodal connection of fiberglass profiles in a lattice structure|
法律状态:
优先权:
申请号 | 申请日 | 专利标题
IT20270/85A|IT1184403B|1985-04-05|1985-04-05|STRUCTURE FOR METAL CONSTRUCTIONS IN GENERAL, IN PARTICULAR FOR LATCH CONSTRUCTION, REALIZED BY PROFILES AND JOINT ELEMENTS|
[返回顶部]