CN218346440U - Connection structure of two steel sheet shear force walls in outside - Google Patents
Connection structure of two steel sheet shear force walls in outside Download PDFInfo
- Publication number
- CN218346440U CN218346440U CN202222787202.8U CN202222787202U CN218346440U CN 218346440 U CN218346440 U CN 218346440U CN 202222787202 U CN202222787202 U CN 202222787202U CN 218346440 U CN218346440 U CN 218346440U
- Authority
- CN
- China
- Prior art keywords
- fixed
- square
- shear force
- post
- sides
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a steel sheet shear force wall technical field just discloses a connection structure of outside double steel sheet shear force wall, including edge post and square post, the surface of edge post has seted up a plurality of mounting holes, the upper and lower both sides of square post are all fixed with the auxiliary connection board, the surface of auxiliary connection board has seted up a plurality of fixed orificess; the utility model discloses a plurality of bolts are fixed, make connection structure have great load bearing capacity, and the screw fixation is convenient field assembly when using, the auxiliary connection board and the strengthening rib of upper and lower both sides have improved the stability and the joint strength of connection, can adjust the distance between two shear force walls through spliced pole cooperation second fixing bolt, it is big and lack the flexibility of installation to have solved present shear force wall field weld work volume, just can't adjust the interval of two shear force walls after fixed, and small size welded is said, the relatively poor problem of fixed stability.
Description
Technical Field
The utility model relates to a steel sheet shear force wall technical field specifically is a connection structure of two steel sheet shear force walls in outside.
Background
Along with the increasing height of buildings, horizontal loads gradually replace vertical loads to become an important control factor in the design of high-rise buildings, and the traditional lateral force resisting component cannot meet the requirements of the high-rise buildings on energy consumption capacity and horizontal bearing capacity. The steel plate shear wall can form a diagonal tensile stress zone when being sheared, so that the column connected with the corner part of the steel plate shear wall bears the effect of additional axial force and bending moment, and the steel plate shear wall becomes a weak part.
Although the integrity of the existing double-steel-plate shear wall is higher, when the existing double-steel-plate shear wall is installed, the end columns of the two shear walls are generally fixed in a welding mode, the field welding workload is large, the construction difficulty risk degree is increased, the controllability of the quality of a welding seam is weak, the welding fixing mode lacks the installation flexibility, the distance between the two shear walls cannot be adjusted after the fixing, and if the area of the welding point is not large, the fixing stability is poor, the welding position cannot bear larger load, and the building modeling and the innovative structure system are not easy to enrich.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a connection structure of two steel sheet shear force walls in outside, this connection structure have great load bearing capacity, convenient field assembly when using to can adjust the distance between two shear force walls.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a connection structure of two steel sheet shear force walls in outside, includes edge post and square post, a plurality of mounting holes have been seted up on the surface of edge post, the upper and lower both sides of square post all are fixed with auxiliary connection board, a plurality of fixed orificess have been seted up on auxiliary connection board's surface, the inside threaded connection of fixed orifices has a plurality of first fixing bolt, first fixing bolt and mounting hole threaded connection, a plurality of screw holes have been seted up on the surface of square post, the inside threaded connection of screw hole has second fixing bolt, the inside swing joint of square post has the spliced pole, a plurality of spacing holes have been seted up on the surface of spliced pole, second fixing bolt and spacing hole threaded connection.
Preferably, a reinforcing plate is fixed on the outer side of the auxiliary connecting plate, and two sides of the reinforcing plate are flush with two sides of the auxiliary connecting plate.
Preferably, the number of the mounting holes is four, and the positions of the mounting holes correspond to the fixing holes.
Preferably, reinforcing ribs are fixed to two sides of the square column and are symmetrically installed.
Preferably, the cross section of the connecting column is square, and the outer side of the connecting column is attached to the inner side of the square column.
Preferably, the surface of the edge column is provided with a square groove, and side length connecting columns of the square groove are the same.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a plurality of bolts are fixed, make connection structure have great load bearing capacity, and the screw fixation is convenient field assembly when using, the auxiliary connection board and the strengthening rib of upper and lower both sides have improved the stability and the joint strength of connection, can adjust the distance between two shear force walls through spliced pole cooperation second fixing bolt, it is big and lack the flexibility of installation to have solved present shear force wall field weld work volume, just can't adjust the interval of two shear force walls after fixed, and small size welded is said, the relatively poor problem of fixed stability.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view of a partial three-dimensional structure of the present invention;
FIG. 3 is a schematic view of a partial three-dimensional structure of the present invention;
fig. 4 is a partially enlarged view of a portion a in fig. 2 according to the present invention.
In the figure: 1. an edge post; 2. a square column; 3. mounting holes; 4. an auxiliary connecting plate; 5. a fixing hole; 6. a first fixing bolt; 7. a threaded hole; 8. a second fixing bolt; 9. connecting columns; 10. a limiting hole; 11. a reinforcing plate; 12. reinforcing ribs; 13. a square groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Referring to fig. 1-4, a connection structure of an outer double-steel-plate shear wall includes an edge column 1 and a square column 2, wherein a plurality of mounting holes 3 are formed in the surface of the edge column 1, auxiliary connection plates 4 are fixed to the upper side and the lower side of the square column 2, a plurality of fixing holes 5 are formed in the surface of the auxiliary connection plates 4, a plurality of first fixing bolts 6 are connected to the internal threads of the fixing holes 5, the first fixing bolts 6 are in threaded connection with the mounting holes 3, a plurality of threaded holes 7 are formed in the surface of the square column 2, a second fixing bolt 8 is connected to the internal threads of the threaded holes 7, a connection column 9 is movably connected to the inside of the square column 2, a plurality of limiting holes 10 are formed in the surface of the connection column 9, and the second fixing bolt 8 is in threaded connection with the limiting holes 10; this connection structure is fixed through a plurality of bolts, make connection structure have great load bearing capacity, and the screw fixation is convenient field assembly when using, the auxiliary connection board 4 and the strengthening rib 12 of upper and lower both sides have improved the stability and the joint strength of connection, can adjust the distance between two shear force walls through spliced pole 9 cooperation second fixing bolt 8, it is big and lack the flexibility of installation to have solved present shear force wall field weld work volume, just can't adjust the interval of two shear force walls after fixed, and small area welded if, the relatively poor problem of fixed stability.
The outside of auxiliary connecting plate 4 is fixed with reinforcing plate 11, and the both sides of reinforcing plate 11 and auxiliary connecting plate 4's both sides parallel and level, reinforcing plate 11 can improve auxiliary connecting plate 4's intensity, have improved the vertical bearing load of square post 2.
The quantity of mounting hole 3 is four, and the position of mounting hole 3 corresponds with fixed orifices 5, and mounting hole 3 corresponds first fixing bolt 6 of easy to assemble with 5 positions of fixed orifices, has improved the stability of installation, avoids appearing the condition that the hole site is unaligned.
Reinforcing ribs 12 are fixed on two sides of the square column 2, the reinforcing ribs 12 are symmetrically installed, the reinforcing ribs 12 improve the lateral supporting force of the square column 2, and the transverse bearing load of the square column 2 is improved.
The cross section of spliced pole 9 is square setting, and the outside of spliced pole 9 is laminated with the inboard of square post 2, and this kind of design can make spliced pole 9 laminate square post 2 more, prevents that the space from appearing between the two, has improved connection stability.
The working principle is as follows: when installation with two steel sheet shear force walls alignment, install square post 2 on the edge post 1 of shear force wall through 6 cooperation mounting holes 3 of first fixing bolt with auxiliary connecting plate 4 afterwards, insert the inside of square post 2 with spliced pole 9 afterwards, link together two square posts 2 through spliced pole 9 at last, fix through second fixing bolt 8 after the connection is accomplished, the auxiliary connecting plate 4 and the strengthening rib 12 of upper and lower both sides have improved the stability and the joint strength of connection, can adjust the distance between two shear force walls through spliced pole 9 cooperation second fixing bolt 8, spliced pole 9 can be laminated to square groove 13, make spliced pole 9 can remove, the accommodation distance of interval has been improved.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrases "comprising a," "8230," "8230," or "comprising" does not exclude the presence of additional like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a connection structure of two steel sheet shear force walls in outside, includes edge post (1) and square post (2), its characterized in that: a plurality of mounting holes (3) have been seted up on the surface of edge post (1), the upper and lower both sides of square post (2) all are fixed with auxiliary connecting plate (4), a plurality of fixed orificess (5) have been seted up on the surface of auxiliary connecting plate (4), the inside threaded connection of fixed orifices (5) has a plurality of fixing bolt (6), first fixing bolt (6) and mounting hole (3) threaded connection, a plurality of screw holes (7) have been seted up on the surface of square post (2), the inside threaded connection of screw hole (7) has second fixing bolt (8), the inside swing joint of square post (2) has spliced pole (9), a plurality of spacing holes (10) have been seted up on the surface of spliced pole (9), second fixing bolt (8) and spacing hole (10) threaded connection.
2. The connecting structure of an outer double-steel-plate shear wall according to claim 1, characterized in that: and reinforcing plates (11) are fixed on the outer sides of the auxiliary connecting plates (4), and the two sides of each reinforcing plate (11) are flush with the two sides of each auxiliary connecting plate (4).
3. The connection structure of an outer double-steel-plate shear wall according to claim 1, characterized in that: the number of the mounting holes (3) is four, and the positions of the mounting holes (3) correspond to the fixing holes (5).
4. The connecting structure of an outer double-steel-plate shear wall according to claim 1, characterized in that: reinforcing ribs (12) are fixed to the two sides of the square column (2), and the reinforcing ribs (12) are symmetrically installed.
5. The connecting structure of an outer double-steel-plate shear wall according to claim 1, characterized in that: the cross section of the connecting column (9) is square, and the outer side of the connecting column (9) is attached to the inner side of the square column (2).
6. The connecting structure of an outer double-steel-plate shear wall according to claim 1, characterized in that: the surface of the edge column (1) is provided with a square groove (13), and the side length connecting columns (9) of the square groove (13) are identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222787202.8U CN218346440U (en) | 2022-10-24 | 2022-10-24 | Connection structure of two steel sheet shear force walls in outside |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222787202.8U CN218346440U (en) | 2022-10-24 | 2022-10-24 | Connection structure of two steel sheet shear force walls in outside |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346440U true CN218346440U (en) | 2023-01-20 |
Family
ID=84897465
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222787202.8U Active CN218346440U (en) | 2022-10-24 | 2022-10-24 | Connection structure of two steel sheet shear force walls in outside |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218346440U (en) |
-
2022
- 2022-10-24 CN CN202222787202.8U patent/CN218346440U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106677336A (en) | Connecting joint structure of square concrete filled steel tubular column and I-shaped section steel beam | |
| CN209941912U (en) | Beam column connecting structure for assembly type frame structure building | |
| CN109138160B (en) | High-low web member truss girder based on assembled cold-formed thin-walled steel | |
| CN103266660A (en) | Industrialized assembly type column through beam solid-web steel structure framework prestressed eccentric supporting system | |
| CN111794421B (en) | Prefabricated concrete floor assembling method | |
| CN211690817U (en) | Beam column connecting piece and beam column frame | |
| CN211548054U (en) | Steel construction cantilever beam column connected node | |
| CN107587604B (en) | Socket type plate column assembly structure and installation method thereof | |
| CN211621953U (en) | Prefabricated beam column connected node structure | |
| CN218346440U (en) | Connection structure of two steel sheet shear force walls in outside | |
| CN111270763A (en) | Assembled concrete frame structure beam column with connected node | |
| CN210032128U (en) | Dry construction connecting structure of corner post and beam for fabricated frame structure building | |
| CN216379931U (en) | Fast-assembling building | |
| CN111021616A (en) | Full-embedded steel beam composite floor and construction method thereof | |
| CN212200946U (en) | Assembled unit glass curtain wall | |
| CN214423572U (en) | Steel frame and concrete wallboard mixed full-assembly type multilayer steel structure system | |
| CN214994017U (en) | Lower stiffening rib pre-embedded steel column base | |
| CN115126320A (en) | Assembled replaceable beam-column connecting node structure | |
| CN211690883U (en) | Assembled shear force wall dry-type connected node of function separation | |
| CN210857509U (en) | Steel-concrete beam column connecting joint with weakened sections | |
| CN210342668U (en) | Novel steel reinforced concrete frame structure formwork support frame | |
| CN111648494A (en) | Assembled both sides connection steel grid shear force wall convenient to replacement | |
| CN110939202A (en) | Novel floor horizontal supporting structure and construction method thereof | |
| CN212534646U (en) | Assembled both sides connection steel grid shear force wall convenient to replacement | |
| CN210216718U (en) | Primary and secondary beam joint suitable for prefabricated concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |