CN113006316B - Longitudinal rib superposed shear wall and construction method thereof - Google Patents
Longitudinal rib superposed shear wall and construction method thereof Download PDFInfo
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- CN113006316B CN113006316B CN202110236919.0A CN202110236919A CN113006316B CN 113006316 B CN113006316 B CN 113006316B CN 202110236919 A CN202110236919 A CN 202110236919A CN 113006316 B CN113006316 B CN 113006316B
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 230000001502 supplementing effect Effects 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000001771 impaired effect Effects 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
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- 229910052799 carbon Inorganic materials 0.000 description 1
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- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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- 238000000926 separation method Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- Architecture (AREA)
- Civil Engineering (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a longitudinal rib superimposed shear wall and construction method thereof, including prefabricated wallboard, the cavity has been seted up to the one end of prefabricated wallboard, the other end of prefabricated wallboard is equipped with the passageway of pouring that communicates with the cavity, the prefabricated wallboard is seted up the tip of pouring the passageway and is still installed the supporting shoe, the supporting shoe has a plurality ofly, a plurality of supporting shoes set gradually along the length direction of prefabricated wallboard, the chamber of pouring has been seted up at the top of supporting shoe, prefabricated wallboard is kept away from and is equipped with on the tip of supporting shoe and pours chamber complex second connecting portion, set up on the lateral wall of supporting shoe and pour the hole that the chamber communicates with pouring. The supporting blocks support the adjacent prefabricated wall boards, and when leveling is needed, the top surfaces of all the supporting blocks are only required to be positioned on the same horizontal plane, so that the leveling work is greatly facilitated. And fix the second connecting portion in pouring the intracavity through the mode of pouring to ensure the connection of supporting shoe and adjacent prefabricated wallboard, further improve the joint strength between two prefabricated wallboards.
Description
Technical Field
The application relates to the field of prefabricated wallboards, in particular to a longitudinal rib superposed shear wall and a construction method thereof.
Background
In recent years, the design concept of green, low carbon, energy conservation and emission reduction gradually becomes the design development direction of the building industry. The assembled shear wall structure has the advantages of saving labor cost, reducing noise and dust pollution on a construction site, shortening construction period, better controlling product quality, high production efficiency, high material utilization rate and the like, and is widely applied to the field of buildings. In the installation process of the existing assembly type shear wall, the vertical connection of the upper shear wall and the lower shear wall is required to be realized in a cast-in-place mode.
At present, chinese patent publication No. CN111663794A discloses a wall leveling mechanism for a longitudinal rib superposed shear wall, which includes a leveling bolt embedded at the top of a longitudinal rib superposed wall board and a leveling component at the bottom, wherein the leveling bolt extends upwards out of the longitudinal rib superposed wall board and is vertically opposite to the leveling component at the bottom; leveling subassembly is including adjusting the box, it is pre-buried in indulging rib coincide wallboard to adjust the box, a side opening and with outside intercommunication of adjusting the box, set up the regulation hole that communicates with the external world and allow leveling bolt to pass on the bottom plate of adjusting the box, threaded connection has the second adjusting nut on the leveling bolt.
In view of the above-mentioned related art, the inventor believes that a plurality of leveling assemblies exist on a longitudinal rib overlapped wallboard, and then during leveling, the leveling assemblies are mutually limited, so that the moving distance of the leveling bolt in each leveling assembly is limited, and only after the leveling bolts of all the leveling assemblies move for a uniform distance, the leveling bolts can be continuously moved, which makes the leveling work troublesome.
Disclosure of Invention
In order to facilitate leveling work, the application provides a longitudinal rib superposed shear wall and a construction method thereof.
In a first aspect, the present application provides a longitudinal rib superposed shear wall, which adopts the following technical scheme:
the utility model provides a longitudinal rib superimposed shear wall, includes prefabricated wallboard, and the cavity has been seted up to the one end of prefabricated wallboard, and the other end of prefabricated wallboard is equipped with the passageway of pouring with the cavity intercommunication, pre-buried the reinforcing bar in the prefabricated wallboard, the one end of reinforcing bar stretches out from the terminal surface that prefabricated wallboard poured the passageway place in order to form with the first connecting portion of cavity complex, the prefabricated wallboard is seted up the tip of pouring the passageway and is still installed the supporting shoe, the supporting shoe has a plurality ofly, and a plurality of supporting shoes set gradually along the length direction of prefabricated wallboard, the chamber of pouring has been seted up at the top of supporting shoe, prefabricated wallboard is kept away from to be equipped with on the tip of supporting shoe and pours chamber complex second connecting portion, set up on the lateral wall of supporting shoe and pour the hole of pouring of chamber intercommunication.
Through adopting above-mentioned technical scheme, the supporting shoe supports adjacent prefabricated wallboard, when needs to transfer level, only need ensure that the top surface of all supporting shoes be in same horizontal plane can, also can adjust through grinding the top to the supporting shoe, every supporting shoe generally only need can reach the requirement through once grinding and cutting, makes things convenient for leveling work greatly. And set up the second connecting portion and pour the chamber, fix the second connecting portion in pouring the intracavity through the mode of pouring to ensure being connected of supporting shoe and adjacent prefabricated wallboard, further improve the joint strength between two prefabricated wallboards.
Optionally, the supporting shoe detachably connects on prefabricated wallboard, set up the first recess that supplies the supporting shoe to place on the prefabricated wallboard.
Through adopting above-mentioned technical scheme, the supporting shoe can be transported alone, and it is more convenient to protect the supporting shoe, reduces the impaired possibility of supporting shoe, and the inner wall of first recess is also difficult impaired yet, can ensure the connection effect to the supporting shoe.
Optionally, the supporting blocks and the first connecting portions are arranged in a staggered manner, and two ends of each supporting block extend to the side walls on two sides of the prefabricated wall board respectively along the thickness direction of the prefabricated wall board.
Through adopting above-mentioned technical scheme, adjacent supporting shoe is with a plurality of independent spaces of spatial separation between the adjacent prefabricated wallboard, when pouring first connecting portion, and the concrete can not enter into adjacent independent space, reduces the concrete of pouring and appears the possibility in obvious space.
Optionally, a positioning rib is fixed on the groove bottom of the first groove, a through hole matched with the positioning rib is formed in the end portion, deviating from the pouring cavity, of the supporting block, and the through hole is communicated with the pouring cavity.
Through adopting above-mentioned technical scheme, the location muscle makes the supporting shoe can not remove in the horizontal direction after being in first recess for the supporting shoe can stably stop in first recess, pours the chamber before, has certain connection to the supporting shoe promptly.
Optionally, a plurality of second grooves are further formed in the end face where the cavity opening is formed in the prefabricated wall panel, the second grooves correspond to the second connecting portions one to one, and the second connecting portions are located in the corresponding second grooves.
Through adopting above-mentioned technical scheme, when the second connecting portion entered into the cavity of supporting shoe, the tip of supporting shoe also was in the second recess, and the supporting shoe receives the restriction of the lateral wall of second recess, is difficult for taking place between prefabricated wallboard and the supporting shoe along prefabricated wallboard length direction ascending removal, reduces the possibility that the second connecting portion was extruded and is out of shape by the supporting shoe.
Optionally, the side walls of the two sides of the first groove are both arc-shaped.
Through adopting above-mentioned technical scheme, increase the distance between first recess lateral wall and the supporting shoe lateral wall, when pouring first connecting portion, the concrete can infiltrate between first recess lateral wall and the supporting shoe, strengthens the joint strength between supporting shoe and the prefabricated wallboard.
In a second aspect, the present application provides a construction method for a longitudinal rib superposed shear wall, which adopts the following technical scheme:
a construction method of a longitudinal rib superposed shear wall comprises the following steps:
step S1, prefabricating a prefabricated wall plate and a supporting block;
step S2, fixing the lower-layer prefabricated wall board on a preset mounting surface in a construction site, arranging the first groove of the lower-layer prefabricated wall board upwards, mounting a supporting block into the first groove of the lower-layer prefabricated wall board, and placing the upper-layer prefabricated wall board on the supporting block to form a preliminary shear wall;
and step S3, pouring the shear wall.
Optionally, in step S3, baffles need to be laid on both sides of the support blocks to form pouring spaces between adjacent support blocks, each pouring space is connected with one cavity, and concrete is poured into the plurality of pouring channels in batches.
Through adopting above-mentioned technical scheme, for the space that communicates together between the adjacent prefabricated wallboard, the pouring space that baffle and supporting shoe separated together is then little a lot, and the concrete need not the too much distance of lateral flow, can have some accuse to the quantity of concrete, reduces the possibility that there is obvious space in the concrete.
Optionally, the amount of concrete in each batch is counted and compared with a standard value, and if the amount of concrete is lower than the standard value, the corresponding pouring channel is tamped and the concrete is supplemented.
By adopting the technical scheme, the standard value is used as the standard of the concrete dosage for pouring, the pouring work with the dosage not up to the standard is considered to have a gap, tamping is needed to be carried out again to supplement the residual quantity, and the space in the prefabricated wall panel is ensured to be filled with the concrete.
In summary, the present application includes at least one of the following beneficial technical effects:
1. by arranging the detachable supporting plate, the carrying is convenient, and the leveling work can be flexibly carried out;
2. through installation baffle in the backup pad, with the equal partition in space between the prefabricated wallboard, the quantity of concrete in every space is fixed, reduces the possibility that obvious space appears in the concrete placement in-process.
Drawings
Fig. 1 is a cross-sectional view of a prefabricated wall panel of an embodiment of the present application.
FIG. 2 is a cross-sectional view of a support block of an embodiment of the present application.
Fig. 3 is a cross-sectional view of an assembled adjacent prefabricated wall panel of an embodiment of the present application.
Fig. 4 is a schematic view of the assembled overall structure of adjacent prefabricated wall panels according to the embodiment of the present application.
Fig. 5 is a schematic structural diagram of the whole structure after the baffle is installed according to the embodiment of the application.
Description of reference numerals: 1. prefabricating a wallboard; 11. a cavity; 12. pouring a channel; 13. a first groove; 14. a second groove; 2. a first connection portion; 3. a second connecting portion; 4. positioning ribs; 5. a support block; 51. pouring a cavity; 52. a through hole; 6. pouring holes; 7. an overflow aperture; 8. and a baffle plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses a longitudinal rib superposed shear wall. Referring to fig. 1, the longitudinal rib superposed shear wall comprises a prefabricated wall plate 1, wherein a plurality of steel bars are embedded in the prefabricated wall plate 1, the steel bars can be divided into first steel bars and second steel bars according to the difference of subsequent connection objects, and the first steel bars and the second steel bars are sequentially arranged in a staggered manner along the length direction of the prefabricated wall plate 1. Wherein, the one end of first type reinforcing bar stretches out and buckles into first connecting portion 2 from prefabricated wallboard 1 with the end face, and prefabricated wallboard 1 installs the tip of first connecting portion 2 then for prefabricated wallboard 1's top, and prefabricated wallboard 1's the other end then is the bottom.
Referring to fig. 1, the bottom of the prefabricated wall panel 1 is provided with cavities 11 corresponding to the first connecting portions 2 one to one. The cavity 11 has been seted up on being close to the inner wall that corresponds first connecting portion 2 and has been pour passageway 12, pours the one end that passageway 12 kept away from cavity 11 and extends to the top of prefabricated wallboard 1 along the direction of height of prefabricated wallboard 1, and pours passageway 12 and locate under corresponding first connecting portion 2 at the opening at prefabricated wallboard 1 top.
Referring to fig. 1, a plurality of first grooves 13 are further formed in the top of the prefabricated wall panel 1, and the plurality of first grooves 13 and the plurality of first connecting portions 2 are arranged in a staggered manner along the length direction of the prefabricated wall panel 1. The bottom of prefabricated wallboard 1 then has seted up a plurality of and first recess 13 one-to-one second recess 14, and a plurality of second recesses 14 and cavity 11 set up along the length direction of prefabricated wallboard 1 in a staggered way. The width of first groove 13 and second groove 14 is the same as the thickness of prefabricated wall panel 1. The second type of reinforcing bar is pre-buried between first recess 13 and corresponding second recess 14 promptly, and the one end of second type of reinforcing bar penetrates and forms a plurality of location muscle 4 in first recess 13, and the other end of second type of reinforcing bar penetrates in second recess 14 and the bending becomes second connecting portion 3. Each first recess 13 has a support block 5 removably attached therein. The side walls of the first groove 13 at two sides of the prefabricated wall panel 1 in the length direction are both arc-shaped. The distance between the side wall of the supporting block 5 and the arc-shaped side wall opposite to the first groove 13 is gradually increased from one end close to the bottom of the first groove 13 to one end far away from the bottom of the first groove 13.
Referring to fig. 1 and 2, the height of the supporting block 5 is greater than the sum of the depths of the first groove 13 and the second groove 14, and the thickness of the supporting block 5 is the same as that of the prefabricated wall panel 1. When one end of the supporting block 5 is located in the first groove 13, the two side walls of the supporting block 5 are respectively flush with the two side walls of the prefabricated wall panel 1 in the thickness direction. The end of the supporting block 5 in the first groove 13 is provided with a plurality of through holes 52 matched with the positioning ribs 4. The top of supporting shoe 5 is seted up and is used for holding the chamber 51 of pouring of second connecting portion 3, pours chamber 51 and all through-holes 52 intercommunications of same supporting shoe 5. An overflow hole 7 and a plurality of pouring holes 6 are formed in the side wall of the supporting block 5 in the thickness direction of the prefabricated wall board 1. The overflow holes 7 are located at the top of the support block 5 and communicate with the casting cavity 51. The number of the pouring holes 6 is the same as that of the through holes 52, each pouring hole 6 corresponds to one through hole 52, and the pouring holes 6 are located at the bottom of the supporting block 5 and are communicated with the corresponding through holes 52.
The embodiment of the application also discloses a construction method of the longitudinal rib superposed shear wall, which comprises the following steps:
step S1, prefabricated wall panel 1 and support blocks 5 are prefabricated.
The pre-buried of reinforcing bar is accomplished at prefabricated in-process to prefabricated wallboard 1. After prefabrication is completed, the prefabricated wall panels 1 and the supporting blocks 5 are separately transported to a construction site. The supporting block 5 has small volume, so that better protection can be achieved in the transportation process, and the possibility of damage to the supporting block 5 is reduced.
Step S2, the prefabricated wall panel 1 is installed at the construction site.
Referring to fig. 3 and 4, a base platform matched with the cavity 11 is pre-buried on the ground of a construction site, so that the first prefabricated wall panel 1 is placed on the ground with the cavity 11 facing downwards, and the cavity 11 is filled by the base platform. The first prefabricated wall panel 1 and the ground are fixed together in a cast-in-place mode. The support blocks 5 are then placed one by one in the respective first recesses 13 of the first prefabricated wall panels 1. Pouring cavities 51 on the supporting blocks 5 are arranged upwards, then the second prefabricated wall panel 1 is lifted and placed on the supporting blocks 5, and the upper ends of the supporting blocks 5 enter the second grooves 14 of the second prefabricated wall panel 1. If the designed shear wall needs to be formed by splicing at least three prefabricated wall panels 1 in the vertical direction, only two prefabricated wall panels 1 can be spliced at each time, and then the subsequent installation of the prefabricated wall panels 1 is performed after the step S3.
And step S3, pouring the shear wall.
First, the connection between the supporting block 5 and the adjacent prefabricated wall panel 1 is completed. Specifically, the concrete is poured into the through hole 52 through any one pouring hole 6 on the supporting block 5, the through hole 52 has a small space and occupies most of the space occupied by the positioning rib 4, so that the concrete can quickly fill the through hole 52 and overflow into the pouring cavity 51. And after the current channel is filled with concrete, pouring concrete into other pouring holes 6 of the same supporting block 5 until the last pouring hole 6 is filled, and continuously pouring the concrete even if the through hole 52 is filled, so that the pouring holes 6 are gradually filled with the concrete. After the overflow hole 7 can observe the concrete, the overflow hole 7 needs to be blocked by a piston until the pouring cavity 51 is completely filled, and the piston on the overflow hole 7 is automatically flushed out by the redundant concrete along with the continuous pouring.
Next, referring to fig. 5, baffles 8 are installed on the side walls of two sides of the adjacent supporting block 5, the adjacent supporting block 5 and the baffles 8 at two sides together enclose a casting space, and the casting space is not only communicated with a cavity 11 of the prefabricated wall panel 1 above, but also partially communicated with two adjacent first grooves 13 of the prefabricated wall panel 1 below.
The concrete is poured into the plurality of pouring channels 12 in batches. And the used concrete dosage is counted in each pouring process. And calculating a standard value of the concrete for pouring according to the data of the design drawing. Comparing the concrete consumption of each batch with a standard value, and if the concrete consumption is lower than the standard value, tamping the corresponding pouring channel 12 to supplement concrete; if the concrete amount is higher than the standard value, it is checked whether concrete leakage occurs.
After the concrete is solidified, the baffle 8 is removed, and then the supporting block 5 and the prefabricated wall board 1 are painted into a whole.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. The utility model provides a vertical rib superimposed shear wall, includes prefabricated wallboard (1), and cavity (11) have been seted up to the one end of prefabricated wallboard (1), and the other end of prefabricated wallboard (1) is equipped with pours passageway (12) with cavity (11) intercommunication, pre-buried reinforcing bar in prefabricated wallboard (1), the one end of reinforcing bar is stretched out in order to form first connecting portion (2) with cavity (11) complex from the terminal surface that passageway (12) place was pour in prefabricated wallboard (1), its characterized in that: the end part, provided with the pouring channel (12), of the prefabricated wall panel (1) is further provided with a plurality of supporting blocks (5), the supporting blocks (5) are sequentially arranged along the length direction of the prefabricated wall panel (1), the supporting blocks (5) are detachably connected to the prefabricated wall panel (1), and the prefabricated wall panel (1) is provided with a first groove (13) for placing the supporting blocks (5); a pouring cavity (51) is formed in the top of the supporting block (5), a second connecting part (3) matched with the pouring cavity (51) is arranged at the end part, far away from the supporting block (5), of the prefabricated wall board (1), and a pouring hole (6) communicated with the pouring cavity (51) is formed in the side wall of the supporting block (5);
and a pouring space for filling concrete is formed between the adjacent supporting blocks (5), each pouring space corresponds to one cavity (11), and the pouring spaces are communicated with the corresponding cavities (11).
2. A longitudinal rib laminated shear wall as defined in claim 1, wherein: supporting shoe (5) and first connecting portion (2) crisscross setting, and the both ends of supporting shoe (5) extend to respectively on the both sides lateral wall of prefabricated wallboard (1) along the thickness direction of prefabricated wallboard (1).
3. A longitudinal rib laminated shear wall as defined in claim 2, wherein: the supporting block is characterized in that a positioning rib (4) is fixed on the bottom of the first groove (13), a through hole (52) matched with the positioning rib (4) is formed in the end, deviating from the pouring cavity (51), of the supporting block (5), and the through hole (52) is communicated with the pouring cavity (51).
4. A longitudinal rib laminated shear wall as defined in claim 1, wherein: a plurality of second grooves (14) are further formed in the end face where the opening of the upper cavity (11) of the prefabricated wall board (1) is located, the second grooves (14) are in one-to-one correspondence with the second connecting portions (3), and the second connecting portions (3) are located in the corresponding second grooves (14).
5. A longitudinal rib laminated shear wall as defined in claim 4, wherein: the side walls of the two sides of the first groove (13) are both arc-shaped.
6. A construction method of a longitudinal rib superposed shear wall is characterized by comprising the following steps:
step S1, prefabricating a prefabricated wall board (1) and a supporting block (5);
step S2, fixing the lower-layer prefabricated wall panel (1) on a preset installation surface in a construction site, enabling a first groove (13) of the lower-layer prefabricated wall panel (1) to be arranged upwards, installing a supporting block (5) into the first groove (13) of the lower-layer prefabricated wall panel (1), and then placing the upper-layer prefabricated wall panel (1) on the supporting block (5) to form a preliminary shear wall;
step S3, pouring the shear wall;
in step S3, it is necessary to lay baffles (8) on both sides of the support blocks (5) to form pouring spaces between adjacent support blocks (5), each pouring space is connected to one cavity (11), and concrete is poured into the plurality of pouring channels (12) in batches.
7. The method for constructing a longitudinal rib superposed shear wall according to claim 6, wherein: and counting the consumption of the concrete of each batch and comparing the consumption with a standard value, and if the consumption of the concrete is lower than the standard value, tamping the corresponding pouring channel (12) and supplementing the concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110236919.0A CN113006316B (en) | 2021-03-03 | 2021-03-03 | Longitudinal rib superposed shear wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110236919.0A CN113006316B (en) | 2021-03-03 | 2021-03-03 | Longitudinal rib superposed shear wall and construction method thereof |
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| Publication Number | Publication Date |
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| CN113006316A CN113006316A (en) | 2021-06-22 |
| CN113006316B true CN113006316B (en) | 2022-04-22 |
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Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203334473U (en) * | 2013-05-15 | 2013-12-11 | 天津大学建筑设计研究院 | Tooth socket type connecting structure of upper layer interior wall plate and lower layer interior wall plate of assembling type shear wall |
| CN205604473U (en) * | 2016-04-20 | 2016-09-28 | 天津大学建筑设计研究院 | Assembled shear force wall tooth's socket formula connection structure who combines coincide floor |
| CN107152104B (en) * | 2017-06-26 | 2019-05-24 | 东南大学 | Assembled cavity shear wall horizontal joint tooth socket rotating vane type connection structure |
| CN208533764U (en) * | 2018-06-23 | 2019-02-22 | 上海住信住宅工业有限公司 | A kind of panel structure |
| CN111005468A (en) * | 2019-04-12 | 2020-04-14 | 承德绿建建筑节能科技有限公司 | Prefabricated wall body mold for enlarging pouring area, prefabricated wall body and construction method |
| CN111663794A (en) * | 2020-07-02 | 2020-09-15 | 北京住总集团有限责任公司 | Wall body leveling mechanism for longitudinal rib superposed shear wall and construction method |
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