CN211923008U

CN211923008U - Linear steel structure shear wall module

Info

Publication number: CN211923008U
Application number: CN202020309846.4U
Authority: CN
Inventors: 陈惠娜
Original assignee: Hangzhou Xinrongfang Technology Co ltd
Current assignee: Zhejiang Xinxin Steel Structure Co.,Ltd.
Priority date: 2020-03-13
Filing date: 2020-03-13
Publication date: 2020-11-13
Anticipated expiration: 2030-03-13

Abstract

The utility model discloses a style of calligraphy steel construction shear force wall module, including first equipment board and second equipment board, first equipment board and second equipment board pass through the hinge and rotate the connection, the equal fixedly connected with flank plate in one side of rotating the position is kept away from to first equipment board and second equipment board, and the equal fixedly connected with roof in one side that first equipment board and second equipment board side top are close to the flank plate, the bottom sliding connection of first equipment board and second equipment board side has first backup pad, the utility model relates to a steel construction technical field. The equipment board in this style of calligraphy steel construction shear force wall module adopts foldable design to the mode of all the other component accessible equipment is assembled with the equipment board, thereby can reduce occupation space, and can reduce the space that occupies when the transportation, conveniently carries and installs simultaneously, and the backup pad in this device assembles and is connected through the spout of curb plate and flank board.

Description

Linear steel structure shear wall module

Technical Field

The utility model relates to a steel construction technical field specifically is a style of calligraphy steel construction shear force wall module.

Background

Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load caused by wind load or earthquake action in the house or the structure, and the structure is prevented from being sheared and damaged. Also known as an anti-seismic wall, a shear wall is divided into a planar shear wall and a cylindrical shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in place or prefabricated at certain positions, a steel structure is a structure made of steel materials and is one of main building structure types, and in some steel structure buildings, the steel structure is often adopted as a shear wall module.

Current steel construction shear wall single structure to most steel construction shear wall formula structure as an organic whole leads to weight great, and inconvenient carrying and installation, and the shared space of integral type structure is great, inconvenient transportation and transport when the transportation, and some adopt assembled steel construction shear walls simultaneously, and its wholeness and stability are relatively poor.

SUMMERY OF THE UTILITY MODEL

The utility model provides a not enough to prior art, the utility model provides a style of calligraphy steel construction shear wall module has solved current steel construction shear wall single structure to most steel construction shear wall formula structure as an organic whole leads to weight great, and inconvenient carrying and installation, and the shared space of integral type structure is great, the problem of inconvenient transportation and transport when the transportation.

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a style of calligraphy steel construction shear force wall module, includes first equipment board and second equipment board, first equipment board and second equipment board pass through the hinge and rotate the connection, the equal fixedly connected with flank board in one side of rotating the position is kept away from to first equipment board and second equipment board, and first equipment board and second equipment board side top are close to the equal fixedly connected with roof in one side of flank board, the bottom sliding connection of first equipment board and second equipment board side has first backup pad, and the upside sliding connection who is close to first backup pad between first equipment board and the second equipment board has the second backup pad, topmost the embedding is connected with fixed wedge between second backup pad and the roof, the outside cover of fixed wedge is equipped with the flattening board.

Preferably, the length of the two top plates is equal, and the length of the top plates is equal to the length from the inner side wall of the side wing plate to the rotating connection part of the first assembly plate and the second assembly plate.

Preferably, the fixed wedge comprises a wedge-shaped block, a protruding portion is arranged at the bottom end of the wedge-shaped block, one end, located inside the first assembling plate, of the wedge-shaped block is trapezoidal, and a distance is arranged between the protruding portion and the front surface of the first assembling plate.

Preferably, the part that first equipment board and fixed wedge are connected all sets up to trapezoidal, and the trapezoidal position interference of first equipment board and wedge is connected, the wedge is located the inside one end fixedly connected with screw thread post of first equipment board, the outside threaded connection of screw thread post has fixation nut.

Preferably, the runner has all been seted up towards the position that first equipment board and second equipment board are connected to the flank board, the equal fixedly connected with curb plate in both sides of first backup pad and second backup pad, curb plate sliding connection is in the inside of runner.

Preferably, the clamping grooves are formed in the upper surfaces of the first supporting plate and the second supporting plate, the lower surface of the second supporting plate is fixedly connected with assembling columns, and the assembling columns are the same as the clamping grooves in quantity, size and arrangement mode.

Preferably, the inside of first backup pad and second backup pad all sets up the cavity groove of rectangle, cavity groove and draw-in groove intercommunication.

Advantageous effects

The utility model provides a style of calligraphy steel construction shear force wall module. Compared with the prior art, the method has the following beneficial effects:

(1) the shear wall module with the I-shaped steel structure is rotationally connected through a first assembling plate and a second assembling plate through hinges, one side of the first assembling plate, which is far away from a rotating part, of the second assembling plate is fixedly connected with a side wing plate, one side of the top end of the side surface of the first assembling plate, which is close to the side wing plate, of the second assembling plate is fixedly connected with a top plate, the bottom end of the side surface of the first assembling plate is slidably connected with a first supporting plate, the upper side, which is close to the first supporting plate, of the first assembling plate and the upper side of the second assembling plate are slidably connected with a second supporting plate, the upper surfaces of the first supporting plate and the second supporting plate are respectively provided with a clamping groove, the lower surfaces of the second supporting plate are respectively and fixedly connected with assembling columns, the quantity, the size and the arrangement mode of the assembling columns and the clamping grooves are respectively the same, the assembling plates in the device adopt a folding, thereby can reduce occupation space to can reduce the space that occupies when the transportation, conveniently carry and install simultaneously.

(2) The straight steel structure shear wall module is characterized in that a fixed wedge is embedded and connected between a second support plate at the topmost end and a top plate, a leveling plate is sleeved outside the fixed wedge, the fixed wedge comprises a wedge block, a protruding part is arranged at the bottom end of the wedge block, one end of the wedge block, which is positioned inside a first assembly plate, is trapezoidal, a distance is arranged between the protruding part and the front surface of the first assembly plate, the parts of the first assembly plate, which are connected with the fixed wedge, are both trapezoidal, the first assembly plate is in interference connection with the trapezoidal part of the wedge block, one end of the wedge block, which is positioned inside the first assembly plate, is fixedly connected with a threaded column, a support plate in the device is assembled and connected with a sliding groove of a side wing plate through a side plate, and the support plate at the topmost end is fixed and supported through the fixed wedge, so that the integrity and, and this neotype rational in infrastructure is the modularization component simultaneously, convenient production.

Drawings

FIG. 1 is an assembly view of the present invention;

FIG. 2 is an external view of the assembly board of the present invention;

fig. 3 is a schematic view of the connection between the middle fixing wedge and the first assembling plate according to the present invention.

Fig. 4 is an external view of two sets of supporting plates in the present invention.

In the figure: 1. a first assembly plate; 2. a second assembly plate; 3. a side wing panel; 4. a top plate; 5. a first support plate; 6. a second support plate; 7. fixing the wedge; 8. a screed plate; 9. a side plate; 10. assembling the column; 11. a hollow groove; 12. a card slot; 31. a chute; 71. a wedge block; 72. a threaded post.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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 work belong to the protection scope of the present invention.

Referring to fig. 1-4, the present invention provides a technical solution: a shear wall module with a straight-line-shaped steel structure comprises a first assembling plate 1 and a second assembling plate 2, wherein the first assembling plate 1 and the second assembling plate 2 are rotatably connected through a hinge, one side, far away from a rotating part, of each of the first assembling plate 1 and the second assembling plate 2 is fixedly connected with a lateral wing plate 3, one side, close to the lateral wing plate 3, of the top end of the side surface of each of the first assembling plate 1 and the second assembling plate 2 is fixedly connected with a top plate 4, the lengths of the two top plates 4 are equal, the length of each top plate 4 is equal to the length from the inner side wall of each lateral wing plate 3 to the rotating connecting part between the first assembling plate 1 and the second assembling plate 2, the bottom ends of the side surfaces of the first assembling plate 1 and the second assembling plate 2 are slidably connected with a first supporting plate 5, a second supporting plate 6 is slidably connected between the first assembling plate 1 and the second assembling plate 2 and close to the upper side of the first supporting plate 5, chutes 31 are formed in the connecting parts of the lateral wing plates 3, both sides of the first supporting plate 5 and the second supporting plate 6 are fixedly connected with side plates 9, the side plates 9 are slidably connected inside the sliding grooves 31, the upper surfaces of the first supporting plate 5 and the second supporting plate 6 are respectively provided with clamping grooves 12, the lower surface of the second supporting plate 6 is respectively fixedly connected with assembling columns 10, the quantity, the size and the arrangement mode of the assembling columns 10 and the clamping grooves 12 are the same, the insides of the first supporting plate 5 and the second supporting plate 6 are respectively provided with rectangular hollow grooves 11, the hollow grooves 11 are communicated with the clamping grooves 12, the assembling plates in the device are in a folding design, and other components can be assembled with the assembling plates in an assembling mode, so that the occupied space can be reduced, the occupied space can be reduced during transportation, the carrying and the installation are convenient, a fixing wedge 7 is embedded and connected between the topmost second supporting plate 6 and the top plate 4, the fixing wedge 7 comprises a wedge block 71, the bottom of the wedge 71 is provided with a protruding part, one end of the wedge 71, which is positioned inside the first assembling plate 1, is trapezoidal, the protruding part is arranged at a distance from the front surface of the first assembling plate 1, the part of the first assembling plate 1, which is connected with the fixed wedge 7, is trapezoidal, the trapezoidal part of the first assembling plate 1 and the trapezoidal part of the wedge 71 are in interference connection, one end of the wedge 71, which is positioned inside the first assembling plate 1, is fixedly connected with a threaded column 72, the outer side of the threaded column 72 is in threaded connection with a fixing nut, the outer side of the fixed wedge 7 is sleeved with a leveling plate 8, a supporting plate in the device is assembled and connected with a sliding chute of a side wing plate 3 through a side plate 9, and the topmost supporting plate is fixed and supported through the fixed wedge 7, so that the integrity and stability of a steel structure shear wall can be increased, the novel structure is reasonable, the production is facilitated, and the contents which are not described in detail in the specification belong to the prior art which is well known to those skilled in the art.

In operation, the first assembling plate 1 and the second assembling plate 2 are unfolded to be horizontal by a hinge, then the side plate 9 at one end of the first supporting plate 5 is tilted, then the side plate 9 at the other end of the first supporting plate 5 is inserted into the sliding groove 31, then the other end of the first supporting plate 5 is placed into the sliding groove 31 at the other end, then the above steps are repeated to insert the second supporting plate 6 between the sliding grooves 31, then the second supporting plates 6 are respectively put down, the assembling columns 10 of the second supporting plate 6 are inserted into the clamping grooves 12, after all the supporting plates are installed, the fixing wedges 7 are inserted into the connecting parts of the assembling plates, then the fixing wedges 7 are forcibly hammered to reinforce the fixing wedges 7 and the supporting plates, then the nuts are screwed to the outer sides of the threaded columns 72 from the other side of the assembling plates, and the nuts are screwed to the side surfaces of the assembling plates, finally, the screed 8 is inserted between the top plate 4 and the second support plate 6 and is hammered with force, and the screed 8 is completely inserted into the top plate 4 and the second support plate 6.

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.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that 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

1. The utility model provides a style of calligraphy steel construction shear force wall module, includes first assembled plate (1) and second assembled plate (2), first assembled plate (1) and second assembled plate (2) are connected its characterized in that through the hinge rotation: keep away from the equal fixedly connected with flank board (3) in one side of rotating the position in first equipment board (1) and second equipment board (2), and the equal fixedly connected with roof (4) in one side that first equipment board (1) and second equipment board (2) side top are close to flank board (3), the bottom sliding connection of first equipment board (1) and second equipment board (2) side has first backup pad (5), and the upside sliding connection who is close to first backup pad (5) between first equipment board (1) and second equipment board (2) has second backup pad (6), topmost the embedding is connected with between second backup pad (6) and roof (4) and fixes wedge (7), the outside cover of fixed wedge (7) is equipped with screed (8).

2. The shear wall module with the I-shaped steel structure as claimed in claim 1, wherein: the length of the top plate (4) is equal, and the length of the top plate (4) is equal to the length of the connecting part from the inner side wall of the side wing plate (3) to the rotation of the first assembling plate (1) and the second assembling plate (2).

3. The shear wall module with the I-shaped steel structure as claimed in claim 1, wherein: fixed wedge (7) are including wedge (71), the bottom of wedge (71) is provided with protruding position, and wedge (71) are located the inside one end of first assembled plate (1) and are trapezoidal, and protruding position is provided with one section distance with the front surface of first assembled plate (1).

4. The shear wall module of a straight-line steel structure according to claim 3, wherein: the position that first equipment board (1) and fixed wedge (7) are connected all sets up to trapezoidal, and the trapezoidal position interference of first equipment board (1) and wedge (71) is connected, wedge (71) are located the inside one end fixedly connected with screw thread post (72) of first equipment board (1), the outside threaded connection of screw thread post (72) has fixation nut.

5. The shear wall module with the I-shaped steel structure as claimed in claim 1, wherein: spout (31) have all been seted up towards the position that first assembled plate (1) and second assembled plate (2) are connected in flank board (3), the equal fixedly connected with curb plate (9) in both sides of first backup pad (5) and second backup pad (6), curb plate (9) sliding connection is in the inside of spout (31).

6. The shear wall module with the I-shaped steel structure as claimed in claim 5, wherein: draw-in groove (12) have all been seted up to the upper surface of first backup pad (5) and second backup pad (6), and the equal fixedly connected with equipment post (10) of lower surface of second backup pad (6), equipment post (10) are the same with quantity, size and the arrangement mode of draw-in groove (12).

7. The shear wall module of a straight-line steel structure according to claim 6, wherein: the inside of first backup pad (5) and second backup pad (6) is all seted up the cavity groove (11) of rectangle, cavity groove (11) and draw-in groove (12) intercommunication.