CN214531270U

CN214531270U - Prestressed concrete superimposed sheet and integral shear force wall of coincide

Info

Publication number: CN214531270U
Application number: CN202023149012.0U
Authority: CN
Inventors: 印学军
Original assignee: Huai'an Zhongxing Green Building Technology Co ltd
Current assignee: Huai'an Zhongxing Green Building Technology Co ltd
Priority date: 2020-12-24
Filing date: 2020-12-24
Publication date: 2021-10-29
Anticipated expiration: 2030-12-24

Abstract

The utility model discloses a prestressed concrete superimposed sheet and integral shear force wall of coincide, including bottom plate, roof, piece one and piece two, the roof all is equipped with the even board that the cooperation was used with one side of bottom plate, the floor that the cooperation was used is installed to the bottom of roof, the steel sheet that the cooperation was used is installed through installing at the top of bottom plate, all run through on floor and the steel sheet and install the billet that the cooperation was used. The utility model relates to a shear force wall technical field specifically is a prestressed concrete superimposed sheet and integral shear force wall of coincide, through roof and the bottom plate that is provided with integral structure on the device, when construction installation wallboard is being under construction, its integral face structure can carry out quick convenient installation and use, its site work operation is few, the speed of construction is fast, the degree of industrialization is showing and is improving, thereby the labour cost in the construction has been reduced effectively, the phenomenon that influences the job site such as environmental pollution takes place has also been reduced.

Description

Prestressed concrete superimposed sheet and integral shear force wall of coincide

Technical Field

The utility model relates to a shear force wall technical field specifically is a prestressed concrete superimposed sheet and integral shear force wall of coincide.

Background

The shear wall structure refers to a vertical reinforced concrete wallboard, and a building slab still made of reinforced concrete in the horizontal direction is carried on a wall, so that a system formed by the method is called a shear wall structure. The higher the floor is, the larger the wind load pushes the floor, the pushing of the wind is called the pushing in the horizontal direction, for example, a house, the lower part is restrained, the wind on the upper part is blown to generate certain swinging floating, the swinging floating limit is very small, the resistance is realized by the vertical wall plate, the wind is blown, and the plate has a jacking force on the floor, so that the floor does not generate swinging or the swinging amplitude is very small. The prestressed laminated slab structure is formed by a prefabricated prestressed thin slab and a cast-in-place concrete laminated layer, can be applied to buildings with various purposes, and has wider application range of span and bearing load of a floor slab.

In actual use, the traditional shear wall is poor in usability when being built and used, and on one hand, the traditional shear wall is poor in integrity when being built and constructed, is inconvenient to install and use and affects the overall construction and use effect of the device;

on the other hand, the interior of its traditional shear force wall need consume a large amount of time and carry out the pouring of on-the-spot concrete, has reduced the holistic practical effect of device.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a prestressed concrete superimposed sheet and integral shear force wall of coincide to solve the relatively poor problem of its usability when the construction that proposes in the above-mentioned background art is used.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a prestressed concrete superimposed sheet and integral shear force wall of coincide, includes bottom plate, roof, piece one and piece two, install piece one and piece two that the cooperation was used through frame piece two and frame piece one respectively between the bottom of roof and the top of bottom plate, the roof all is equipped with the company's board that the cooperation was used with one side of bottom plate, the floor that the cooperation was used is installed to the bottom of roof, the top of bottom plate is run through and is installed the steel sheet that the cooperation was used, and the steel sheet runs through and install in the floor, all run through on floor and the steel sheet and install the billet that the cooperation was used.

Preferably, a second reinforcing steel bar rod and a first reinforcing steel bar rod which are matched with each other are respectively installed in the top plate and the bottom plate in a penetrating mode.

Preferably, a third reinforcing steel bar rod which is matched with the first frame piece and the second block piece penetrates through the first frame piece and the second block piece.

Preferably, the top of the first block and the top of the second block are respectively provided with a first top surface and a second top surface, and the first top surface and the second top surface are installed in a butt joint mode through steel bars.

Preferably, a support plate matched with the top plate and the bottom plate is fixedly arranged on the connecting plate, and a fastening nail is arranged on the support plate in a penetrating mode.

Preferably, the top of floor is equipped with the picture peg one that runs through the roof, picture peg two and the steel sheet are installed to the bottom of steel sheet and are equipped with the perforation one and the perforation two that the cooperation billet used on the steel sheet respectively.

Compared with the prior art, the beneficial effects of the utility model are that: this prestressed concrete superimposed sheet and integral shear wall of coincide are rational in infrastructure, have following advantage:

(1) by arranging the top plate and the bottom plate with the integral structure on the device, when the wallboard is installed in construction and construction, the integral plate structure can be quickly and conveniently installed and used, the field labor operation is less, the construction speed is high, and the industrialization degree is obviously improved, so that the labor cost in construction is effectively reduced, the phenomenon that the environment pollution and the like caused by assembly of scattered equipment influence the construction field is also reduced, and the integral construction and use effect of the device is also improved;

(2) the first block piece and the second block piece which are matched with each other are arranged between one side of the top plate and one side of the bottom plate respectively, the first block piece and the second block piece are arranged on one sides of the top plate and the bottom plate, so that the later-stage concrete pouring amount can be reduced, and the first block piece and the second block piece have a certain supporting and stabilizing effect, so that the integral long-term use effect of the device can be ensured, the integral anti-seismic performance of the device is improved, and the integral quality of construction is improved;

(3) through being provided with floor and the steel sheet that the cooperation was used between one side at the roof and one side of bottom plate respectively, its steel sheet runs through and installs in the floor for there is certain connection relation subassembly between roof and the bottom plate, thereby ensured the firm between roof and the bottom plate, also improved the whole anti-seismic performance of device, improved the whole quality of construction.

Drawings

Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;

fig. 2 is a schematic view of a top plate of the present invention;

FIG. 3 is a schematic view of the bottom plate structure of the present invention;

fig. 4 is a schematic view of the connecting plate structure of the present invention.

In the figure: 1. a base plate; 101. a first reinforcing steel bar rod; 2. a top plate; 201. a second reinforcing bar; 3. a framework piece I; 301. a framework piece II; 4. a first block piece; 401. a first top surface; 5. a second block; 501. a third reinforcing bar rod; 502. a first top surface; 6. connecting plates; 601. a support plate; 602. fastening nails; 7. a steel bar; 8. a rib plate; 801. a first plug board; 802. punching a first hole; 9. a steel plate; 901. a second plug board; 902. and (5) punching a second hole.

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 an embodiment: a prestressed concrete composite slab and an integral composite shear wall comprise a bottom plate 1, a top plate 2, a first block piece 4 and a second block piece 5, wherein a second reinforcement rod 201 and a first reinforcement rod 101 which are matched with each other are respectively installed in the top plate 2 and the bottom plate 1 in a penetrating manner, the first block piece 4 and the second block piece 5 which are matched with each other are respectively installed between the bottom of the top plate 2 and the top of the bottom plate 1 through a second framework piece 301 and a first framework piece 3, the second framework piece 301 and the first framework piece 3, and the first block piece 4 and the second block piece 5 are respectively installed in a penetrating manner, a third reinforcement rod 501 which is matched with each other is installed in the first block piece 4 and the second block piece 5, top surfaces 401 and second top surfaces 502 are respectively arranged on the top of the first block piece 4 and the second block piece 5, and the first top surfaces 401 and the second block surfaces 502 are installed in a butt joint manner through steel bars 7;

specifically, the integral type panel structure can be quickly and conveniently installed and used when the wallboard is installed in construction by arranging the top plate 2 and the bottom plate 1 which are of the integral type structure on the device, the field labor operation is less, the construction speed is high, and the industrialization degree is obviously improved, so that the labor cost in construction is effectively reduced, the phenomenon that the construction field is affected by environmental pollution and the like caused by assembly of scattered equipment is also reduced, and the integral construction and use effect of the device is also improved;

specifically, a first block piece 4 and a second block piece 5 which are matched with each other are arranged between the top plate 2 and one side of the bottom plate 1, the first block piece 4 and the second block piece 5 are arranged on one sides of the top plate 2 and the bottom plate 1, so that the later-stage concrete pouring amount can be reduced, and the first block piece 4 and the second block piece 5 have a certain supporting and stabilizing effect, so that the integral long-term use effect of the device can be guaranteed, the integral anti-seismic performance of the device is improved, and the integral quality of construction is improved;

specifically, a connecting plate 6 matched with the top plate 2 and the bottom plate 1 is arranged on one side of the top plate 2 and one side of the bottom plate 1, a supporting plate 601 matched with the top plate 2 and the bottom plate 1 is fixedly arranged on the connecting plate 6, fastening nails 602 are installed on the supporting plate 601 in a penetrating mode, a ribbed plate 8 matched with the top plate 2 is installed at the bottom of the top plate 2, a steel plate 9 matched with the bottom plate 1 is installed at the top of the bottom plate 1 in a penetrating mode, the steel plate 9 is installed in the ribbed plate 8 in a penetrating mode, steel bars 7 matched with the steel bars 7 are installed on the ribbed plate 8 and the steel plate 9 in a penetrating mode, a first inserting plate 801 penetrating through the top plate 2 is arranged at the top of the ribbed plate 8, a second inserting plate 901 is installed at the bottom of the steel plate 9, and a first through hole 802 and a second through hole 902 matched with the steel bars 7 are respectively arranged on the ribbed plate 8 and the steel plate 9;

specifically, through being provided with floor 8 and the steel sheet 9 that the cooperation was used between roof 2 and bottom plate 1 respectively, its steel sheet 9 runs through and installs in floor 8 for there is certain connection relation subassembly between roof 2 and the bottom plate 1, thereby ensured the firm between roof 2 and the bottom plate 1, also improved the whole anti-seismic performance of device, improved the whole quality of construction.

The working principle is as follows: when the device is used, firstly, the device comprises a bottom plate 1, a top plate 2, a first block piece 4 and a second block piece 5, the first block piece 4 and the second block piece 5 which are matched to be used are respectively arranged between the top plate 2 and one side of the bottom plate 1, the first block piece 4 and the second block piece 5 are arranged on one sides of the top plate 2 and the bottom plate 1, so that the later-stage concrete pouring amount can be reduced, and the first block piece 4 and the second block piece 5 have a certain supporting and stabilizing effect, so that the integral long-term use effect of the device can be ensured, and the integral anti-seismic performance of the device is also improved;

afterwards, through being provided with floor 8 and the steel sheet 9 that the cooperation was used between roof 2 and bottom plate 1 respectively, its steel sheet 9 runs through and installs in floor 8 for certain connection relation subassembly has been had between roof 2 and the bottom plate 1, thereby has ensured the firm between roof 2 and the bottom plate 1.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. The utility model provides a prestressed concrete superimposed sheet and integral shear force wall of coincide, includes bottom plate (1), roof (2), piece one (4) and piece two (5), its characterized in that: install the piece one (4) and the piece two (5) that the cooperation was used through frame piece two (301) and frame piece one (3) respectively between the bottom of roof (2) and the top of bottom plate (1), roof (2) all are equipped with even board (6) that the cooperation was used with one side of bottom plate (1), floor (8) that the cooperation was used are installed to the bottom of roof (2), the top of bottom plate (1) is run through and is installed steel sheet (9) that the cooperation was used, and steel sheet (9) run through and install in floor (8), all run through on floor (8) and steel sheet (9) and install steel bar (7) that the cooperation was used.

2. The prestressed concrete composite slab and the laminated integral shear wall as claimed in claim 1, wherein: and a second reinforcing steel bar rod (201) and a first reinforcing steel bar rod (101) which are matched for use are respectively installed in the top plate (2) and the bottom plate (1) in a penetrating mode.

3. The prestressed concrete composite slab and the laminated integral shear wall as claimed in claim 1, wherein: and a third reinforcing steel bar rod (501) which is matched with the frame piece II (301) and the frame piece I (3) and the block piece I (4) and the block piece II (5) are arranged in the frame piece II (301) and the block piece I (5) in a penetrating way.

4. The prestressed concrete composite slab and the laminated integral shear wall as claimed in claim 1, wherein: the top of the first block (4) and the top of the second block (5) are respectively provided with a first top surface (401) and a second top surface (502), and the first top surface (401) and the second top surface (502) are installed in a butt joint mode through steel bars (7).

5. The prestressed concrete composite slab and the laminated integral shear wall as claimed in claim 1, wherein: and a support plate (601) matched with the top plate (2) and the bottom plate (1) for use is fixedly arranged on the connecting plate (6), and a fastening nail (602) is arranged on the support plate (601) in a penetrating manner.

6. The prestressed concrete composite slab and the laminated integral shear wall as claimed in claim 1, wherein: the top of the ribbed plate (8) is provided with a first inserting plate (801) penetrating through the top plate (2), the bottom of the steel plate (9) is provided with a second inserting plate (901), and the ribbed plate (8) and the steel plate (9) are respectively provided with a first through hole (802) and a second through hole (902) matched with the steel bar (7) for use.