CN218643607U

CN218643607U - Assembled shear wall structure

Info

Publication number: CN218643607U
Application number: CN202223173696.7U
Authority: CN
Inventors: 周丽; 郑永福; 侯昌雄; 侯绍风; 戴安琪; 赵建强
Original assignee: Hangzhou Jiangdong Construction Project Management Co ltd
Current assignee: Hangzhou Jiangdong Construction Project Management Co ltd
Priority date: 2022-11-29
Filing date: 2022-11-29
Publication date: 2023-03-17
Anticipated expiration: 2032-11-29

Abstract

The utility model relates to an assembled shear force wall technical field just discloses an assembled shear force wall structure, including the girder, the top fixed mounting of girder has the reinforcing bar that runs through to its inside and quantity is four. This assembled shear force wall structure, internally mounted through the girder has the reinforcing bar of quantity for four to reach the effect that makes the girder be overall structure's girder, the end rail through girder wall installation all around has reached the effect of easy to assemble dismantlement lagging, side wall board parcel through lagging with girder wall installation all around has reached the extension wall body and has made side wall board and lagging mutual reinforced (rfd) effect, fixing bolt through screw hole internally mounted has reached the effect of convenient fixed lagging, the inserted block through spout inside slidable mounting has reached the effect of the installation wall body of conveniently splicing, through taking out the packing plate from the inside of lagging, take out fixing bolt from the inside of screw hole and make lagging and side wall board separate the effect that has reached the convenient dismantlement the device.

Description

Assembled shear wall structure

Technical Field

The utility model belongs to the technical field of assembled shear force wall and specifically relates to an assembled shear force wall structure is related to.

Background

Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action, prevent the structures from being sheared and damaged, and are generally made of reinforced concrete.

Chinese patent publication is CN 216840731U's the quick fixed frock of "an assembled trompil steel sheet shear force wall" this technical scheme has provided "at present in the site operation, the shear force wallboard is after the installation, before the welding, need strengthen fixedly, current shear force wall all passes through the fixed knot structure of bracing piece class, it is inconvenient to use, waste time and energy, fixed efficiency has been reduced, and extravagant work piece is more, can not satisfy the problem of current user demand", wherein the utility model provides the following technical scheme: "through setting up vertical board, the horizontal plate, the bottom plate, the swash plate, the loading board forms fixed frock, because multiunit third screw and fourth screw have been seted up on vertical board and the horizontal plate respectively, pass through screw fixed mounting with the wallboard on vertical board, horizontal floor passes through the fix with screw on the horizontal plate, thereby conveniently install fixedly, save dead time, improve machining efficiency, practice thrift the work piece cost, it is effectual to be suitable for, to the problem that proposes among this technical scheme, this technical scheme has proposed another kind of implementation scheme and has solved the fixed knot that current shear force wall mostly all passes through the bracing piece and so on, it is inconvenient to use, waste time and energy, fixed efficiency has been reduced, and the more problem of extravagant work piece.

SUMMERY OF THE UTILITY MODEL

To prior art's not enough, this application provides an assembled shear force wall structure, possesses advantages such as convenient to use, has solved the fixed knot structure that assembled shear force wall on the present market passes through the bracing piece and so on, and it is inconvenient to use, wastes time and energy, has reduced fixed efficiency, and the more problem of extravagant work piece.

To sum up, the utility model provides a following technical scheme: the utility model provides an assembled shear force wall structure, includes the girder, the top fixed mounting of girder has the reinforcing bar that runs through to its inside and quantity be four, the outside of girder is provided with assembled shear force wall subassembly, assembled shear force wall subassembly includes the side wall board of fixed mounting in girder outer wall all around, the girder all fixed mounting of outer wall all around has end rail, four the spout has all been seted up to the inside of end rail, four the equal slidable mounting in inside of spout has an inserted block, four the equal fixed mounting in top of inserted block has the lagging, four the screw hole that quantity is a plurality of is all seted up on the surface of side wall board and lagging, and is a plurality of the equal threaded mounting in inside of screw hole has fixing bolt, the inside slidable mounting of lagging has the filling plate that quantity is a plurality of.

Furthermore, the height of the four reinforcing steel bars is larger than that of the main beam, and the diameters of the four reinforcing steel bars are fifteen millimeters.

The beneficial effect of adopting the further scheme is that: the purpose is to strengthen the main beam.

Furthermore, four the side wall board all is located the top of bottom rail, four the distance between side wall board and the bottom rail is twenty millimeters.

The beneficial effect of adopting the further scheme is that: the wall body is conveniently extended and assembled outwards.

Furthermore, the length of the four bottom rails is larger than that of the side wall plate, and the volume of the four insertion blocks is smaller than that of the sliding groove.

The beneficial effect of adopting the further scheme is that: the plug-in block is convenient to disassemble and assemble.

Furthermore, the heights of the four sleeve plates are all larger than the height of the side wall plate, and the four sleeve plates are sleeved outside the side wall plate.

The beneficial effect of adopting the above further scheme is: the purpose is to lengthen and reinforce the side wall plate.

Furthermore, the length of the fixing bolts is the same as the thickness of the side wall plate and the thickness of the sleeve plate, and the filling plates are clamped inside the sleeve plate.

The beneficial effect of adopting the further scheme is that: the purpose is to fill the gap between the side wall plate and the sleeve plate with the filling plate and to connect and fix the side wall plate and the sleeve plate with the fixing bolt.

Further, a plurality of the filling plates are all located on the outer side of the side wall plate, and the height of the filling plates is the same as that of the side wall plate.

Further, the thickness of the filling plates is the same as that of the side wall plates.

The beneficial effect of adopting the further scheme is that: the purpose is to have the infill panel and the side wall panels on the same horizontal plane.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

this assembled shear wall structure, internally mounted through the girder has the reinforcing bar of quantity for four to reach the effect that makes the girder be overall structure's girder, the end rail through girder wall installation all around has reached the effect of easy to assemble dismantlement lagging, side wall board parcel through lagging with girder wall installation all around has reached the extension wall body and has made side wall board and lagging mutual reinforced (rfd) effect, fixing bolt through screw hole internally mounted has reached the effect of convenient fixed lagging, the inserted block through spout inside slidable mounting has reached the effect of the installation wall body of conveniently splicing, take out through the inside with the lagging with the packing plate from the lagging, take out fixing bolt from the inside of screw hole and make lagging and side wall board separate the effect that has reached convenient dismantlement the device.

Drawings

FIG. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a top view of the overall structure of the present invention;

fig. 3 is a right cut-off view of the whole structure of the sleeve plate of the utility model.

Description of reference numerals:

1 girder, 2 reinforcing bars, 3 side wall boards, 4 bottom rails, 5 chutes, 6 insertion blocks, 7 sleeve plates, 8 threaded holes, 9 fixing bolts and 10 filling plates.

Detailed Description

Referring to fig. 1 to 3, an assembled shear wall structure includes a main beam 1, four reinforcing bars 2 penetrating into the main beam 1 are fixedly installed at the top of the main beam 1, the heights of the four reinforcing bars 2 are all greater than the height of the main beam 1, and the diameters of the four reinforcing bars 2 are all fifteen millimeters, so as to reinforce the main beam 1, and an assembled shear wall assembly is installed outside the main beam 1. The assembled shear wall component comprises side wall plates 3 fixedly mounted on the peripheral outer walls of a main beam 1, bottom rails 4 are fixedly mounted on the peripheral outer walls of the main beam 1, the four side wall plates 3 are located at the tops of the bottom rails 4, the distances between the four side wall plates 3 and the bottom rails 4 are twenty millimeters, the wall body can be conveniently and outwardly extended and assembled, the lengths of the four bottom rails 4 are larger than the lengths of the side wall plates 3, sliding grooves 5 are formed in the four bottom rails 4, inserting blocks 6 are slidably mounted in the four sliding grooves 5, the volumes of the four inserting blocks 6 are smaller than the volumes of the sliding grooves 5, the inserting blocks 6 are convenient to disassemble and assemble, sleeve plates 7 are fixedly mounted at the tops of the four inserting blocks 6, the heights of the four sleeve plates 7 are larger than the heights of the side wall plates 3, the four sleeve plates 7 are sleeved outside the side wall plates 3, and the aim to lengthen and reinforce the side wall plates 3, the quantity is a plurality of screw holes 8 all seted up on the surface of four side wall boards 3 and lagging 7, fixing bolt 9 is installed to the equal screw thread in inside of a plurality of screw holes 8, the length of a plurality of fixing bolt 9 all is the same with the thickness of side wall board 3 and lagging 7, the inside slidable mounting of lagging 7 has a quantity of packing plate 10 for a plurality of, a plurality of packing plates 10 all clamp in the inside of lagging 7, the purpose makes packing plate 10 fill the drop clearance between side wall board 3 and lagging 7 and makes fixing bolt 9 connect the side wall board 3 and lagging 7 fixed, a plurality of packing plates 10 all are located the outside of side wall board 3, the height of a plurality of packing plates 10 is the same with the height of side wall board 3 a plurality of packing plates 10 are the same with the thickness of side wall board 3, the purpose makes packing plate 10 and side wall board 3 be in on same horizontal plane.

The working principle of the above embodiment is as follows:

during the use at first with girder 1, reinforcing bar 2 and end rail 4 install on ground, internally mounted has girder 1 of reinforcing bar 2 to become overall structure's girder this moment, then alright insert 6 of 7 bottom installations of lagging inside of 5 spouts of seting up in end rail 4, lagging 7 wraps up wallboard 3 this moment, later just insert the inside of screw hole 8 with a plurality of fixing bolt 9 and fix wallboard 3 and lagging 7, lagging 7 consolidates wallboard 3 promptly to wallboard 3 at the top of end rail 4 this moment, and the length extension of wallboard 3, later alright with the inside of packing plate 10 slidable mounting income lagging 7 splice with wallboard 3 and fill up the fall clearance between wallboard 3 and lagging 7, take out packing plate 10 from the inside of lagging 7 when needing to dismantle the device, then take out fixing bolt 9 from the inside of screw hole 8 and can separate lagging 7 and wallboard 3.

Claims

1. The utility model provides an assembled shear wall structure, includes girder (1), its characterized in that: the top of the main beam (1) is fixedly provided with four reinforcing steel bars (2) which penetrate through the main beam (1), and an assembled shear wall assembly is arranged outside the main beam (1); assembled shear force wall subassembly is including fixed mounting in girder (1) side wall board (3) of outer wall all around, the equal fixed mounting of outer wall all around of girder (1) has end rail (4), four spout (5) have all been seted up to the inside of end rail (4) the equal slidable mounting in inside of spout (5) has inserted block (6), four the equal fixed mounting in top of inserted block (6) has lagging (7), four the surface of side wall board (3) and lagging (7) is all seted up quantity and is a plurality of screw hole (8), and is a plurality of fixing bolt (9) are installed to the equal screw thread in inside of screw hole (8), the inside slidable mounting of lagging (7) has quantity and is a plurality of infill panel (10).

2. A fabricated shear wall structure according to claim 1, wherein: the height of the four steel bars (2) is larger than that of the main beam (1), and the diameter of the four steel bars (2) is fifteen millimeters.

3. A fabricated shear wall structure according to claim 1, wherein: four side wall board (3) all are located the top of end rail (4), four the distance between side wall board (3) and end rail (4) is twenty millimeters.

4. A fabricated shear wall structure according to claim 1, wherein: the length of four bottom rails (4) is greater than that of side wall plates (3), and the volume of four insertion blocks (6) is less than the volume of sliding grooves (5).

5. A fabricated shear wall structure according to claim 1, wherein: the heights of the four sleeve plates (7) are larger than the height of the side wall plate (3), and the four sleeve plates (7) are sleeved outside the side wall plate (3).

6. A fabricated shear wall structure according to claim 1, wherein: the length of the fixing bolts (9) is the same as the thickness of the side wall plate (3) and the thickness of the sleeve plate (7), and the filling plates (10) are clamped inside the sleeve plate (7).

7. A fabricated shear wall structure according to claim 1, wherein: the filling plates (10) are all located on the outer side of the side wall plate (3), and the height of the filling plates (10) is the same as that of the side wall plate (3).

8. A fabricated shear wall structure according to claim 1, wherein: the thickness of a plurality of filling plates (10) is the same as that of the side wall plate (3).