CN214090468U - Assembly type building self-contained shear wall - Google Patents
Assembly type building self-contained shear wall Download PDFInfo
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- CN214090468U CN214090468U CN202022541089.6U CN202022541089U CN214090468U CN 214090468 U CN214090468 U CN 214090468U CN 202022541089 U CN202022541089 U CN 202022541089U CN 214090468 U CN214090468 U CN 214090468U
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- wall body
- embedded steel
- equallyd divide
- steel bar
- embedded
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000009413 insulation Methods 0.000 claims description 16
- 238000004321 preservation Methods 0.000 claims description 16
- 230000006978 adaptation Effects 0.000 claims description 4
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 13
- 230000000694 effects Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of shear walls, and discloses an assembled building self-contained shear wall, which comprises a wall body, wherein a first three through hole is arranged at the upper part inside the wall body, a second three through hole is arranged at the lower part inside the wall body, two ends of the top part of the wall body are both fixedly connected with supporting plates, a first three pre-embedded steel bars are pre-embedded at the upper part inside the wall body, the first three pre-embedded steel bars respectively penetrate through the two supporting plates and extend to the insides of the two supporting plates, a steel bar frame is arranged inside a concrete layer, the utility model ensures the strength of the wall body by arranging the steel bar frame, ensures the strength of the wall body to be higher, and can contact the top part of the wall body with an installation top surface more by pre-embedding the first pre-embedded steel bars and the second pre-embedded steel bars in the wall body, thereby ensuring the stability of the wall body, and then installs a reinforcing block, and assists and fixes the reinforcing block by a backing plate and a nut, the wall body is not easy to collapse, and the installation quality of the wall body is improved.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is an assembly type structure self-contained shear force wall.
Background
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, small influence on the surrounding environment, small investment in transportation resources and labor resources and the like. Therefore, with the practical requirements of building industrialization and housing industrialization in China, the precast concrete assembled integral shear wall structure has very wide application prospects in multi-storey and high-rise housing buildings in China.
The assembly type building integral shear wall in the prior art is heavy and inconvenient to install, so that the installed strength is low, the shear wall can directly collapse when an earthquake occurs, and harm is brought to people, and therefore the assembly type building integral shear wall is provided.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides an assembly type structure self-contained formula shear force wall to solve the problem that proposes in the above-mentioned background art.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an assembly type structure integrally-assembled shear force wall, includes the wall body, three through-hole one has been seted up to the inside top of wall body, three two through-holes have been seted up to the inside below of wall body, the equal fixedly connected with backup pad in wall body top both ends, the pre-buried three embedded steel bar one that has in the inside top of wall body, it is three embedded steel bar one is equallyd divide and do not runs through two backup pads and extend to two backup pads inside, the wall body bottom is provided with three embedded steel bar two, both ends all are provided with the boss about the wall body, two the boss is "concave" font setting, and is three both ends are equallyd divide and do not run through two bosses and extend to two inside the boss about embedded steel bar two.
Preferably, the wall body includes concrete layer, enhancement layer, puigging and heat preservation, the quantity of enhancement layer, puigging and heat preservation is two, two enhancement layer, puigging and heat preservation are equallyd divide and are do not used concrete layer to set up as axis symmetry, the inside reinforcing bar frame that is provided with of concrete layer, the reinforcing bar frame is latticed setting.
Preferably, the concrete layer sets up in the inside axis department of wall body, two the enhancement layer is equallyd divide and is set up the concrete layer both ends respectively, two the puigging is equallyd divide and is set up the one side that two enhancement layers kept away from each other, two the heat preservation is equallyd divide and is set up the one side that two puigging kept away from each other.
Preferably, the reinforcing layer is a steel plate, the sound insulation layer is a sound insulation plate, and the heat insulation layer is a polystyrene board.
Preferably, it is three the embedded steel bar is the level setting, and is three the embedded steel bar is equallyd divide and is do not located inside three through-hole one, and is three the diameter of embedded steel bar is equallyd divide and is do not had the aperture looks adaptation of three through-hole one.
Preferably, it is three the second embedded steel bar is the level setting, and is three the second embedded steel bar is equallyd divide and is do not lie in two inside three through-holes, and is three the diameter of second embedded steel bar is equallyd divide and is do not had the aperture looks adaptation of two three through-holes.
Preferably, the outer surfaces of the left side and the right side of the two embedded steel bars are provided with threads.
Preferably, the two ends of each embedded steel bar are sleeved with a base plate and a nut, the six nuts are located on the outer sides of the six base plates, and the six nuts are connected with the two ends of each embedded steel bar in a threaded mode.
Compared with the prior art, the utility model provides an assembly type structure self-contained shear force wall possesses following beneficial effect:
1. the utility model discloses a set up the reinforcing bar frame, guaranteed the intensity of wall body, make its intensity higher, the rethread is at wall body internal embedded bar one and embedded bar two to can make wall body top and installation top surface contact more, thereby guarantee the stability of wall body, rethread installation boss, it is fixed to assist through backing plate and nut to the boss, make the wall body be difficult for collapsing, improved the installation quality to the wall body.
2. The utility model discloses a set up the enhancement layer, can protect the wall body well, prevent effectively that the wall body from splitting open, the rethread sets up the puigging, can strengthen the syllable-dividing effect of wall body, avoids the noise to influence normal life too greatly, and the rethread sets up the heat preservation, can strengthen the heat preservation ability of wall body.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a left side view of the wall body of the present invention;
fig. 3 is an enlarged schematic view of the present invention a.
In the figure: 1 wall body, 2 through-holes I, 3 through-holes II, 4 concrete layers, 5 reinforcing layers, 6 sound-proof layers, 7 heat-insulating layers, 8 reinforcing steel bar frames, 9 embedded steel bar I, 10 supporting plates, 11 embedded steel bar II, 12 reinforcing blocks, 13 backing plates and 14 nuts.
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.
Examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship indicated based on the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Referring to fig. 1-3, the present invention provides a technical solution: an assembly type building integrally-assembled shear wall comprises a wall body 1, wherein three through holes I2 are formed in the upper portion inside the wall body 1, three through holes II 3 are formed in the lower portion inside the wall body 1, the wall body 1 comprises a concrete layer 4, reinforcing layers 5, sound insulation layers 6 and a heat insulation layer 7, the number of the reinforcing layers 5, the number of the sound insulation layers 6 and the number of the heat insulation layers 7 are two, the two reinforcing layers 5, the sound insulation layers 6 and the number of the heat insulation layers 7 are respectively arranged symmetrically by taking the concrete layer 4 as a center axis, the concrete layer 4 is arranged at the center axis inside the wall body 1, the two reinforcing layers 5 are respectively arranged at two ends of the concrete layer 4, the wall body 1 can be well protected by arranging the reinforcing layers 5, the wall body 1 is effectively prevented from cracking, the two sound insulation layers 6 are respectively arranged at one side, which is far away from the two reinforcing layers 5, the, the two heat preservation layers 7 are respectively arranged at one side, away from each other, of the two sound insulation layers 6, the heat preservation capability of the wall body 1 can be enhanced by arranging the heat preservation layers 7, the reinforcing layer 5 is a steel plate, the sound insulation layers 6 are sound insulation plates, the heat preservation layers 7 are polystyrene plates, the two ends of the top of the wall body 1 are fixedly connected with supporting plates 10, three embedded steel bars I9 are embedded above the inner part of the wall body 1, the three embedded steel bars I9 are horizontally arranged, the three embedded steel bars I9 are respectively arranged inside the three through holes I2, the diameters of the three embedded steel bars I9 are respectively matched with the pore diameters of the three through holes I2, the three embedded steel bars I9 respectively penetrate through the two supporting plates 10 and extend to the inner parts of the two supporting plates 10, a steel bar frame 8 is arranged inside the concrete layer 4, the strength of the wall body 1 is guaranteed by arranging the steel bar frame 8, the strength of the wall body is higher, and the steel bar frame 8 is arranged in a grid shape, the bottom of the wall body 1 is provided with three embedded steel bars 11, the top of the wall body 1 can be in contact with the installation top surface more through the embedded steel bars 9 and the embedded steel bars 11 in the wall body 1, so that the stability of the wall body 1 is ensured, the outer surfaces of the left side and the right side of the three embedded steel bars 11 are provided with threads, the two ends of the three embedded steel bars 11 are sleeved with backing plates 13 and nuts 14, the six nuts 14 are respectively positioned on the outer sides of the six backing plates 13, the six nuts 14 are respectively in threaded connection with the two ends of the three embedded steel bars 11, the three embedded steel bars 11 are horizontally arranged, the three embedded steel bars 11 are respectively positioned in the three through holes two 3, the diameters of the three embedded steel bars 11 are respectively matched with the apertures of the three through holes two 3, the left end and the right end of the wall body 1 are provided with reinforcing blocks 12, and the backing plates 13 and the nuts 14 are used for assisting in fixing the reinforcing blocks 12 through the installation of the reinforcing blocks 12, make wall body 1 difficult collapse, improved the installation quality to wall body 1, two boss 12 are "concave" font setting, and two bosses 12 and extend to inside two boss 12 are all run through respectively to two 11 left and right sides ends of three embedded steel bar.
When using, pour out concrete layer 4 again after setting up steel reinforcement frame 8, guarantee concrete layer 4's intensity, again through pre-buried reinforcing bar 9 and pre-buried reinforcing bar 11 in wall body 1 to can make 1 top of wall body more with the contact of installation top surface, rethread installation boss 12 fixes boss 12 through backing plate 13 and nut 14.
To sum up can, the utility model discloses a set up reinforcing bar frame 8, the intensity of wall body 1 has been guaranteed, make its intensity higher, again through pre-buried reinforcing bar 9 and pre-buried reinforcing bar two 11 in wall body 1, thereby can make wall body 1 top more with the installation top surface contact, thereby guarantee the stability of wall body 1, rethread installation boss 12, make backing plate 13 and nut 14 assist fixedly to boss 12, make wall body 1 be difficult for collapsing, the installation quality to wall body 1 has been improved, through setting up the enhancement layer 5, can protect wall body 1 well, prevent wall body 1 from splitting effectively, the rethread sets up puigging 6, can strengthen wall body 1's syllable-dividing effect, avoid the big normal life that influences of noise, the rethread sets up heat preservation 7, can strengthen wall body 1's heat preservation ability.
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 (8)
1. The utility model provides an assembly type structure self-contained shear force wall, includes wall body (1), its characterized in that: wall body (1) inside top has been seted up three through-hole (2), three two (3) through-holes have been seted up to wall body (1) inside below, the equal fixedly connected with backup pad (10) in wall body (1) top both ends, wall body (1) inside top is pre-buried have three embedded bar (9), and is three embedded bar (9) are equallyd divide and do not run through two backup pads (10) and extend to two backup pads (10) inside, wall body (1) bottom is provided with three embedded bar two (11), both ends all are provided with boss (12), two about wall body (1) boss (12) are "concave" font setting, and are three both ends are equallyd divide and do not run through two boss (12) and extend to inside two boss (12) about embedded bar two (11).
2. A fabricated building self-contained shear wall as defined in claim 1, wherein: wall body (1) includes concrete layer (4), enhancement layer (5), puigging (6) and heat preservation (7), the quantity of enhancement layer (5), puigging (6) and heat preservation (7) is two enhancement layer (5), puigging (6) and heat preservation (7) are equallyd divide and do not use concrete layer (4) to set up as axis symmetry.
3. A fabricated building self-contained shear wall as defined in claim 2, wherein: concrete layer (4) set up in the inside axis department of wall body (1), two enhancement layer (5) are equallyd divide and do not set up concrete layer (4) both ends, two one side that do not set up two enhancement layers (5) and keep away from each other is equallyd divide in puigging (6), two heat preservation (7) are equallyd divide and do not set up the one side of keeping away from each other in two puigging (6), concrete layer (4) inside is provided with reinforcing bar frame (8), reinforcing bar frame (8) are latticed setting.
4. A fabricated building self-contained shear wall as defined in claim 2, wherein: the reinforced layer (5) is a steel plate, the sound insulation layer (6) is a sound insulation plate, and the heat insulation layer (7) is a polystyrene board.
5. A fabricated building self-contained shear wall as defined in claim 1, wherein: it is three embedded steel bar (9) are the level setting, and are three embedded steel bar (9) are equallyd divide and are located three through-hole (2) inside, and are three the diameter of embedded steel bar (9) is equallyd divide do not with the aperture looks adaptation of three through-hole (2).
6. A fabricated building self-contained shear wall as defined in claim 1, wherein: it is three two (11) of embedded steel bar are the level setting, and is three two (11) of embedded steel bar are equallyd divide and are located three two (3) through-holes inside, and are three the diameter of two (11) of embedded steel bar is equallyd divide respectively with the aperture looks adaptation of three two (3) through-holes.
7. The fabricated building self-assembled shear wall of claim 6, wherein: threads are formed on the outer surfaces of the left side and the right side of the second embedded steel bar (11).
8. A fabricated building self-contained shear wall as defined in claim 1, wherein: it is three two (11) both ends of embedded steel bar all overlap there are backing plate (13) and nut (14), six nut (14) are equallyd divide and are located six backing plate (13) outsides, six nut (14) are equallyd divide respectively with two (11) both ends threaded connection of three embedded steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022541089.6U CN214090468U (en) | 2020-11-06 | 2020-11-06 | Assembly type building self-contained shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022541089.6U CN214090468U (en) | 2020-11-06 | 2020-11-06 | Assembly type building self-contained shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214090468U true CN214090468U (en) | 2021-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022541089.6U Expired - Fee Related CN214090468U (en) | 2020-11-06 | 2020-11-06 | Assembly type building self-contained shear wall |
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| Country | Link |
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| CN (1) | CN214090468U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030393A (en) * | 2022-06-15 | 2022-09-09 | 郑州牟发建材有限公司 | Novel cement product |
-
2020
- 2020-11-06 CN CN202022541089.6U patent/CN214090468U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030393A (en) * | 2022-06-15 | 2022-09-09 | 郑州牟发建材有限公司 | Novel cement product |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210831 |
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| CF01 | Termination of patent right due to non-payment of annual fee |