CN211523737U - Dampproofing shear force wall unit - Google Patents
Dampproofing shear force wall unit Download PDFInfo
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- CN211523737U CN211523737U CN201921860686.6U CN201921860686U CN211523737U CN 211523737 U CN211523737 U CN 211523737U CN 201921860686 U CN201921860686 U CN 201921860686U CN 211523737 U CN211523737 U CN 211523737U
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Abstract
The utility model provides a dampproofing shear force wall unit belongs to shear force wall technical field, include: shear force wall unit, pour groove, spread groove, steel pole, connecting block, steel column, spacing hole, solid fixed cylinder, horizontal steel, steel rolling, concrete layer, insulating layer and dampproof course, the equal fixed connection of shear force wall unit both sides outer wall is equipped with pours the groove, shear force wall unit top fixed connection is equipped with the spread groove, the inside equal fixed connection in spread groove both sides is equipped with solid fixed cylinder. The utility model discloses a set up the shear force wall unit and can make up the assembly, when carrying out the erection joint to this shear force wall unit, when the shear force wall unit changes about to join in marriage the installation, pour into adjacent shear force wall unit both sides with the concrete and pour the inslot portion, solidify through the concrete and pour the groove with two and connect fixedly, when carrying out the erection joint to upper and lower shear force wall unit, pour proper amount concrete earlier at the solid fixed cylinder, inside inserting the solid fixed cylinder with the steel column, make the concrete fix steel column and solid fixed cylinder.
Description
Technical Field
The utility model relates to a shear force wall technical field particularly, relates to a dampproofing shear force wall unit.
Background
Shear walls (shear walls) are also known as wind resistant walls, earthquake resistant walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as seismic walls, are generally made of reinforced concrete and are divided into planar shear walls and cylindrical shear walls. 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 situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is surrounded by partition walls of elevator rooms, staircases, equipment and auxiliary rooms, the cylinder wall is a cast-in-place reinforced concrete wall, and the rigidity and the strength of the cylinder shear wall are higher than those of a plane shear wall in bearing higher horizontal load;
in the prior art, shear walls are all formed by casting in situ, large-scale equipment cannot be used for casting in construction sites of special places, and manual mixed casting is adopted, so that the efficiency is low, and therefore, a moisture-proof shear wall unit is urgently needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem in the background to a dampproofing shear force wall unit is provided.
In order to achieve the above object, the utility model provides a following technical scheme: a moisture resistant shear wall unit comprising: shear wall units, pouring grooves, connecting grooves, steel rods, connecting blocks, steel columns, limiting holes, fixing cylinders, transverse steel, rolled steel, concrete layers, heat insulation layers and moisture-proof layers, the outer walls of the two sides of the shear wall unit are both fixedly connected with pouring grooves, the top end of the shear wall unit is fixedly connected with connecting grooves, fixed cylinders are fixedly connected inside the two sides of the connecting groove, a steel rod is fixedly connected between the two fixed cylinders, the bottom end of the shear wall unit is fixedly connected with a connecting block, two sides of the lower surface of the connecting block are fixedly connected with steel columns, the middle of the lower surface of the steel column is fixedly connected with a limiting hole, the interior of the shear wall unit is fixedly connected with a plurality of transverse steels and rolled steels, the shear wall unit is characterized in that a concrete layer is fixedly connected in the middle of the interior of the shear wall unit, heat insulation layers are fixedly connected to the inner side and the outer side of the concrete layer respectively, and moisture-proof layers are arranged on the outer sides of the heat insulation layers in a highly connected mode.
Preferably, the cross section of the inner side of the pouring groove is of an isosceles trapezoid structure, and the cross section of the outer side of the pouring groove is of a rectangular structure.
Preferably, the top end of the steel rod is of a hemispherical structure, and the diameter and the height of the steel rod are equal to those of the limiting hole.
Preferably, the diameter of the fixed cylinder is larger than that of the steel column.
Preferably, the connecting groove and the connecting block are both rectangular structures, and the outer wall of the connecting block and the inside of the connecting groove are inlaid.
Preferably, the transverse steel and the rolled steel are vertically arranged, and the transverse steel are arranged in parallel.
Preferably, the heat insulation layer is made of asbestos, the moisture-proof layer is made of rubber and plastic waterproof materials, and a drying agent is arranged on the inner side of the moisture-proof layer.
The utility model provides a dampproofing shear force wall unit has following beneficial effect:
1. this dampproofing shear force wall unit is through setting up the shear force wall unit, make this shear force wall unit, can make up the assembly, when carrying out the erection joint to this shear force wall unit, when the shear force wall unit changes to join in marriage the installation about, pour the concrete into adjacent shear force wall unit both sides and pour inslot portion, solidify through the concrete and pour the groove with two and connect fixedly, when carrying out the erection joint to upper and lower shear force wall unit, earlier pour a proper amount concrete at the solid fixed cylinder 8, inside inserting the solid fixed cylinder with the steel column, make the concrete fix steel column and solid fixed cylinder.
2. This dampproofing shear force wall unit makes this shear force wall unit have thermal-insulated effect through setting up insulating layer and dampproof course, makes this shear force wall can effectively keep apart moisture through setting up the dampproof course, guarantees the lasting drying of shear force wall unit both sides surface through inboard drier simultaneously.
Drawings
Fig. 1 is an overall sectional view of the present invention.
Fig. 2 is a schematic view of the overall structure of the present invention.
Fig. 3 is an overall sectional view of the present invention.
In fig. 1 to 3, the corresponding relationship between the part names or lines and the reference numbers is:
the concrete wall comprises a shear wall unit-1, a pouring groove-2, a connecting groove-3, a steel rod-4, a connecting block-5, a steel column-6, a limiting hole-7, a fixed cylinder-8, transverse steel-9, steel rolling-10, a concrete layer-11, a heat insulation layer-12 and a moisture-proof layer-13.
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. 1-3, the present invention provides a moisture-proof shear wall unit, comprising: the shear wall unit 1, a pouring groove 2, a connecting groove 3, a steel rod 4, a connecting block 5, a steel column 6, a limiting hole 7, a fixed cylinder 8, a transverse steel 9, a rolled steel 10, a concrete layer 11, a heat-insulating layer 12 and a moisture-proof layer 13, wherein the outer walls of two sides of the shear wall unit 1 are fixedly connected with the pouring groove 2, the top end of the shear wall unit 1 is fixedly connected with the connecting groove 3, the inner parts of two sides of the connecting groove 3 are fixedly connected with the fixed cylinders 8, the steel rod 4 is fixedly connected between the two fixed cylinders 8, the bottom end of the shear wall unit 1 is fixedly connected with the connecting block 5, two sides of the lower surface of the connecting block 5 are fixedly connected with the steel column 6, the middle of the lower surface of the steel column 6 is fixedly connected with the limiting hole 7, the inner part of the shear wall unit 1 is fixedly connected with the transverse steel 9 and the rolled steel, the outer sides of the two heat insulation layers 12 are both highly connected with a moisture-proof layer 13.
In this embodiment, the cross-section of the inner side of each casting groove 2 is of an isosceles trapezoid structure, the cross-section of the outer side of each casting groove is of a rectangular structure, when the adjacent shear wall units 1 are connected and fixed, concrete can be poured into the casting grooves 2 on the two sides of the adjacent shear wall units 1, and the two casting grooves 2 are connected and fixed through concrete solidification.
In this embodiment, 4 tops of steel pole are half spherical structure, and 4 diameters of steel pole and height and spacing hole 7 diameters and height equal, make inside steel pole 4 is convenient for insert spacing hole 7.
In this embodiment, the diameter of the fixed cylinder 8 is larger than that of the steel column 6, a proper amount of concrete is poured into the fixed cylinder 8, and the steel column 6 is inserted into the fixed cylinder 8, so that the steel column 6 and the fixed cylinder 8 are fixed by the concrete.
In this embodiment, the connecting groove 3 and the connecting block 5 are both rectangular structures, and the outer wall of the connecting block 5 is embedded inside the connecting groove 3, so that the connecting block 5 can be inserted inside the connecting groove 3 to connect and assemble the two shear wall units 1.
In this embodiment, the transverse steel 9 and the rolled steel 10 are vertically arranged, and the transverse steel 9 are arranged in parallel, so that the structural strength of the shear wall unit 1 is greatly improved, and the shear wall unit 1 can be used for high-strength wall surfaces such as load-bearing walls.
In this embodiment, the thermal insulation layer 12 is made of asbestos, the moisture-proof layer 13 is made of a waterproof material such as rubber and plastic, a desiccant is arranged on the inner side of the moisture-proof layer 13, the shear wall unit 1 has a thermal insulation effect by arranging the thermal insulation layer 12, the moisture of the shear wall unit can be effectively isolated by arranging the moisture-proof layer 13, and meanwhile, the surfaces of the two sides of the shear wall unit are ensured to be dried permanently by the inner desiccant.
The working principle is as follows: firstly, processing and producing the moisture-proof shear wall unit in a prefabricated product factory;
when the shear wall units are assembled and installed, when the left and right shear wall units 1 are rotated and installed, concrete is poured into the pouring grooves 2 on the two sides of the adjacent shear wall units 1, and the two pouring grooves 2 are connected and fixed through concrete solidification;
when the upper and lower shear wall units 1 are assembled and installed, a proper amount of concrete is poured in the fixed cylinder 8, and the steel column 6 is inserted into the fixed cylinder 8, so that the steel column 6 and the fixed cylinder 8 are fixed by the concrete;
meanwhile, the steel rod 4 is inserted into the limiting hole 7 and sleeved, so that the limiting hole 7 can limit the steel rod 4, and the upper and lower shear wall units 1 cannot deviate; inserting the steel column 6 into the fixed cylinder 8, and fixing the steel column 6 and the fixed cylinder 8 by concrete; the connecting block 5 can be inserted into the connecting groove 3 to connect, assemble and connect the two shear wall units 1; the shear wall unit 1 has a heat insulation effect by arranging the heat insulation layer 12, the shear wall can effectively insulate moisture by arranging the moisture-proof layer 13, and meanwhile, the surfaces of two sides of the shear wall unit are ensured to be dried for a long time by the aid of the inner-side drying agent.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (7)
1. A moisture resistant shear wall unit comprising: shear force wall unit (1), pour groove (2), spread groove (3), steel pole (4), connecting block (5), steel column (6), spacing hole (7), solid fixed cylinder (8), horizontal steel (9), steel rolling (10), concrete layer (11), insulating layer (12) and dampproof course (13), its characterized in that: the outer walls of two sides of the shear wall unit (1) are fixedly connected with pouring grooves (2), the top end of the shear wall unit (1) is fixedly connected with a connecting groove (3), the insides of two sides of the connecting groove (3) are fixedly connected with fixed cylinders (8), a steel rod (4) is fixedly connected between the two fixed cylinders (8), the bottom end of the shear wall unit (1) is fixedly connected with a connecting block (5), two sides of the lower surface of the connecting block (5) are fixedly connected with steel columns (6), the middle of the lower surface of each steel column (6) is fixedly connected with a limiting hole (7), the inside of the shear wall unit (1) is fixedly connected with a plurality of transverse steels (9) and rolled steels (10), the inside of the shear wall unit (1) is fixedly connected with a concrete layer (11), and the inside and outside of the concrete layer (11) are fixedly connected with a heat insulation layer, and the outer sides of the two heat insulation layers (12) are highly connected with a moisture-proof layer (13).
2. The moisture resistant shear wall unit of claim 1, wherein: the cross section of the inner side of the pouring groove (2) is of an isosceles trapezoid structure, and the cross section of the outer side of the pouring groove is of a rectangular structure.
3. The moisture resistant shear wall unit of claim 1, wherein: the top end of the steel rod (4) is of a hemispherical structure, and the diameter and the height of the steel rod (4) are equal to those of the limiting hole (7).
4. The moisture resistant shear wall unit of claim 1, wherein: the diameter of the fixed cylinder (8) is larger than that of the steel column (6).
5. The moisture resistant shear wall unit of claim 1, wherein: the connecting groove (3) and the connecting block (5) are both of rectangular structures, and the outer wall of the connecting block (5) and the connecting groove (3) are inlaid.
6. The moisture resistant shear wall unit of claim 1, wherein: the transverse steel (9) and the rolled steel (10) are arranged vertically, and the transverse steel (9) are arranged in parallel.
7. The moisture resistant shear wall unit of claim 1, wherein: the heat insulation layer (12) is made of asbestos, the moisture-proof layer (13) is made of rubber plastic waterproof materials, and a drying agent is arranged on the inner side of the moisture-proof layer (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921860686.6U CN211523737U (en) | 2019-10-31 | 2019-10-31 | Dampproofing shear force wall unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921860686.6U CN211523737U (en) | 2019-10-31 | 2019-10-31 | Dampproofing shear force wall unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211523737U true CN211523737U (en) | 2020-09-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921860686.6U Active CN211523737U (en) | 2019-10-31 | 2019-10-31 | Dampproofing shear force wall unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211523737U (en) |
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2019
- 2019-10-31 CN CN201921860686.6U patent/CN211523737U/en active Active
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