CN211341291U

CN211341291U - Assembled building shear force wall

Info

Publication number: CN211341291U
Application number: CN201921252277.8U
Authority: CN
Inventors: 何泽荣; 汤秀兰; 刘养浩
Original assignee: Chongqing Desen Architectural Planning And Design Institute Co ltd
Current assignee: Chongqing Desen Architectural Planning And Design Institute Co ltd
Priority date: 2019-08-03
Filing date: 2019-08-03
Publication date: 2020-08-25
Anticipated expiration: 2029-08-03

Abstract

The utility model relates to the technical field of building construction structures, which relates to an assembly type building shear wall, comprising a shear plate, a longitudinal beam and a transverse beam, wherein the longitudinal beam is provided with a longitudinal clamping groove, a first connecting piece is arranged in the longitudinal clamping groove, the transverse beam is provided with a transverse clamping groove, and a second connecting piece is arranged in the transverse clamping groove; a strengthening bracket is arranged inside the shear plate; a first pressure sensor is arranged in the longitudinal clamping groove, a second pressure sensor is arranged in the transverse clamping groove, a processor is arranged on the shearing plate, the processor is respectively and electrically connected with the first pressure sensor and the second pressure sensor, and the processor is wirelessly connected with a BIM three-dimensional model assembly terminal; and a verticality detector is also arranged on the shear plate and is electrically connected with the processor. The utility model discloses the convenience is carried out work such as analysis, simulation, visualization, statistics, calculation to the shear force wall.

Description

Assembled building shear force wall

Technical Field

The utility model relates to a building construction technical field especially relates to an assembly type structure shear force wall.

Background

The housing industrialization is a fundamental change of housing construction modes, and in order to meet the requirements of high efficiency, high quality, low consumption and low pollution of housing construction, the industrialization level of housing products needs to be continuously improved, and the development of industrialization and building industrialization in China is powerfully promoted.

The assembled reinforced concrete structure is one of the important directions for the development of building structures in China, is beneficial to the development of industrialization of buildings in China, improves the production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of building engineering. The assembly type RC structure is beneficial to green construction, because the assembly type construction can better meet the requirements of land saving, energy saving, material saving, water saving, environmental protection and the like of the green construction, the negative influence on the environment is reduced, including noise reduction, dust prevention, environmental pollution reduction, clean transportation, field interference reduction, water, electricity, material and other resources and energy sources, and the principle of sustainable development is followed.

The shear wall structure has high bearing capacity and lateral movement resistance rigidity, can effectively resist horizontal shear force and has good anti-seismic performance. After the precast assembly technology is introduced, the precast concrete assembled integral shear wall structure also has the advantages of convenience for factory standardized production, less field wet operation, convenience for construction, less influence on the surrounding environment, less investment in transportation resources and labor resources and the like, and has very wide application prospect in multi-storey and high-rise residential buildings in China. However, the assembled shear wall structure in the prior art still has some disadvantages: it is difficult to perform the work of analysis, simulation, visualization, statistics, calculation and the like on the shear wall.

Disclosure of Invention

The utility model aims at the not enough of above-mentioned prior art, the utility model aims at providing an assembly type structure shear force wall conveniently carries out work such as analysis, simulation, visualization, statistics, calculation to the shear force wall.

The above technical purpose of the present invention can be achieved by the following technical solutions: an assembly type building shear wall comprises a shear plate, a longitudinal beam and a cross beam, wherein the longitudinal beam is used for being connected with the vertical edge of the shear plate, the cross beam is used for being connected with the horizontal edge of the shear plate, the longitudinal beam is provided with a longitudinal clamping groove used for clamping the shear plate, a first connecting piece used for reinforcing the connecting strength between the longitudinal beam and the shear plate is arranged in the longitudinal clamping groove, the cross beam is provided with a transverse clamping groove used for clamping the shear plate, and a second connecting piece used for reinforcing the connecting strength between the cross beam and the shear plate is arranged in the transverse clamping groove; a strengthening bracket is arranged inside the shear plate; a first pressure sensor is arranged in the longitudinal clamping groove, a second pressure sensor is arranged in the transverse clamping groove, a processor is arranged on the shear plate, the processor is respectively and electrically connected with the first pressure sensor and the second pressure sensor, and the processor is wirelessly connected with a BIM three-dimensional model component terminal; and a verticality detector is also arranged on the shear plate and is electrically connected with the processor.

Further, the first connecting piece is a first connecting iron ring, and the second connecting piece is a second connecting iron ring.

Further, the reinforcing support comprises a plurality of steel columns which are arranged in a crossed mode.

Furthermore, the shear plate sequentially comprises a first base layer, a first strengthening layer, a supporting layer, a second strengthening layer and a second base layer, and the strengthening support is positioned in the supporting layer.

Further, the first base layer and the second base layer are muddy soil layers.

Furthermore, the first strengthening layer and the second strengthening layer are hollow brick layers.

Further, the supporting layer is a building glue layer.

Further, the thickness of the shear plate is 25-40 cm.

The utility model has the advantages that: the utility model discloses a first pressure sensor and second pressure sensor can monitor the joint strength of shear force wall, through the slope degree of straightness detector monitoring shear force wall, after each item parameter of shear force wall is collected to the treater, through wireless network transmission to BIM three-dimensional model subassembly terminal to carry out work such as analysis, simulation, visualization, statistics, calculation to the shear force wall.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for the embodiments or the prior art descriptions will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without inventive labor.

Fig. 1 is a schematic overall structure diagram of an embodiment of the present invention;

fig. 2 is a schematic structural view of a longitudinal beam according to an embodiment of the present invention;

fig. 3 is a schematic view of a cross beam structure according to an embodiment of the present invention;

fig. 4 is a schematic diagram of an electrical connection relationship according to an embodiment of the present invention;

fig. 5 is a cross-sectional view of a shear plate according to an embodiment of the present invention.

Reference numerals: 10. a shear plate; 11. a steel column; 12. a first base layer; 13. a first strengthening layer; 14. a support layer; 15. a second strengthening layer; 16. a second base layer; 20. a stringer; 21. a longitudinal clamping groove; 22. a first connecting iron ring; 30. a cross beam; 31. a transverse clamping groove; 32. a second connecting iron ring; 41. a first pressure sensor; 42. a second pressure sensor; 43. a processor; 44. a verticality detector; 45. BIM three-dimensional model component terminal.

Detailed Description

In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly or indirectly connected to the other element.

It will be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in an orientation or positional relationship indicated in the drawings for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

An assembly type building shear wall is disclosed, referring to fig. 1 to 4, and comprises a shear plate 10, a longitudinal beam 20 used for being connected with a vertical edge of the shear plate 10, and a cross beam 30 used for being connected with a horizontal edge of the shear plate 10, wherein the longitudinal beam 20 is provided with a longitudinal clamping groove 21 used for clamping the shear plate 10, a first connecting piece used for reinforcing the connection strength between the longitudinal beam 20 and the shear plate 10 is arranged in the longitudinal clamping groove 21, the cross beam 30 is provided with a transverse clamping groove 31 used for clamping the shear plate 10, and a second connecting piece used for reinforcing the connection strength between the cross beam 30 and the shear plate 10 is arranged in the transverse clamping groove 31; a strengthening bracket is arranged inside the shear plate 10; a first pressure sensor 41 is arranged in the longitudinal clamping groove 21, a second pressure sensor 42 is arranged in the transverse clamping groove 31, a processor 43 is arranged on the shear plate 10, the processor 43 is electrically connected with the first pressure sensor 41 and the second pressure sensor 42 respectively, and the processor 43 is wirelessly connected with a BIM three-dimensional model component terminal 45; the shear plate 10 is further provided with a verticality detector 44, and the verticality detector 44 is electrically connected with the processor 43. The utility model discloses a first pressure sensor 41 and second pressure sensor 42 can monitor the joint strength of shear force wall, through the slope degree of straightness detector 44 monitoring shear force wall, and after each item parameter of shear force wall was collected to treater 43, through wireless network transmission to BIM three-dimensional model subassembly terminal 45 to work such as analysis, simulation, visualization, statistics, calculation are carried out to the shear force wall.

As shown in fig. 2 and 3, the first connecting member is a first connecting iron ring 22, and the second connecting member is a second connecting iron ring 32, so that the connection is facilitated.

Preferably, the reinforcing frame comprises a plurality of steel columns 11 arranged in a cross manner, so that the structural strength of the shear wall can be increased.

As shown in fig. 5, the shear plate 10 includes a first base layer 12, a first reinforcing layer 13, a supporting layer 14, a second reinforcing layer 15, and a second base layer 16 in this order, and the reinforcing support is located in the supporting layer 14. Specifically, the first base layer 12 and the second base layer 16 are muddy soil layers; the first strengthening layer 13 and the second strengthening layer 15 are hollow brick layers; the support layer 14 is a building glue layer.

Preferably, the thickness of the shear plate 10 is 25-40 cm.

To sum up, the utility model discloses a first pressure sensor 41 and second pressure sensor 42 can monitor the joint strength of shear force wall, through the slope degree of straightness detector 44 monitoring shear force wall, and after each item parameter of shear force wall was collected to treater 43, through wireless network transmission to BIM three-dimensional model subassembly terminal 45 to work such as analysis, simulation, visualization, statistics, calculation are carried out to the shear force wall.

The above embodiments are merely illustrative of the present invention, and are not intended to limit the present invention, and those skilled in the art can make modifications of the present embodiments without inventive contribution as required after reading the present specification, but all the embodiments are protected by patent law within the scope of the present invention.

Claims

1. The utility model provides an assembly type structure shear force wall, characterized by: the shear plate reinforcing device comprises a shear plate, a longitudinal beam and a cross beam, wherein the longitudinal beam is used for being connected with the vertical edge of the shear plate, the cross beam is used for being connected with the horizontal edge of the shear plate, the longitudinal beam is provided with a longitudinal clamping groove used for clamping the shear plate, a first connecting piece used for reinforcing the connecting strength between the longitudinal beam and the shear plate is arranged in the longitudinal clamping groove, the cross beam is provided with a transverse clamping groove used for clamping the shear plate, and a second connecting piece used for reinforcing the connecting strength between the cross beam and the shear plate is arranged in the transverse clamping groove; a strengthening bracket is arranged inside the shear plate; a first pressure sensor is arranged in the longitudinal clamping groove, a second pressure sensor is arranged in the transverse clamping groove, a processor is arranged on the shear plate, the processor is respectively and electrically connected with the first pressure sensor and the second pressure sensor, and the processor is wirelessly connected with a BIM three-dimensional model component terminal; and a verticality detector is also arranged on the shear plate and is electrically connected with the processor.

2. A fabricated building shear wall as defined in claim 1, wherein: the first connecting piece is a first connecting iron ring, and the second connecting piece is a second connecting iron ring.

3. A fabricated building shear wall as defined in claim 2, wherein: the reinforced support comprises a plurality of steel columns which are arranged in a crossed mode.

4. A fabricated building shear wall as defined in claim 3, wherein: the shear plate sequentially comprises a first base layer, a first strengthening layer, a supporting layer, a second strengthening layer and a second base layer, and the strengthening support is positioned in the supporting layer.

5. An assembled building shear wall of claim 4, wherein: the first base layer and the second base layer are muddy soil layers.

6. An assembled building shear wall of claim 4, wherein: the first strengthening layer and the second strengthening layer are hollow brick layers.

7. An assembled building shear wall of claim 4, wherein: the supporting layer is a building glue layer.

8. A fabricated building shear wall as defined in claim 1, wherein: the thickness of the shear plate is 25-40 cm.