CN111519796A - Wall cap assembly, shear wall and construction method thereof - Google Patents
Wall cap assembly, shear wall and construction method thereof Download PDFInfo
- Publication number
- CN111519796A CN111519796A CN202010346149.0A CN202010346149A CN111519796A CN 111519796 A CN111519796 A CN 111519796A CN 202010346149 A CN202010346149 A CN 202010346149A CN 111519796 A CN111519796 A CN 111519796A
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- wall
- cap
- side plate
- plate
- cap assembly
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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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8676—Wall end details
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8682—Mixed technique using permanent and reusable forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to the technical field of buildings, in particular to a wall cap assembly, a shear wall and a construction method of the shear wall. The shear wall can be constructed only by accurately aligning and screwing the bolts, the assembly process is rapid and accurate, and the construction difficulty is reduced.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a wall cap assembly, a shear wall and a construction method thereof.
Background
Building industrialization is the development direction of future building industry, and assembly type buildings are hot spots of research and development practices of institutions of various departments and colleges and building enterprises in recent years, various prefabricated components are rich in form and variety, and novel, high-quality and different-performance prefabricated component products are developed rapidly and widely applied.
However, in the actual assembly process, the reinforcing steel bars extending out of the prefabricated parts are easy to bend in the production, transportation and installation processes, and the extending-out reinforcing steel bars have verticality deviation, so that the inserting is often not in place in the process of inserting into the preformed holes of the corresponding prefabricated parts, and the problem of difficult assembly is caused. Even after the high-strength cement is inserted in place, in the process of pouring the high-strength cement into the sleeve, whether the high-strength cement is poured in place is difficult to recheck and judge so as to stably assemble the high-strength cement and the sleeve, and uncertain potential safety hazards exist to influence the quality of an assembled building. In addition, in the construction process, the technology of constructors and the responsibility center are very high, but the mode of relying on the responsibility center of people rather than rules and regulations can cause great hidden dangers, the cases that the steel bar is difficult to be vertically pulled because the bending degree of the extending steel bar is too large and the construction team cuts off the steel bar privately occur in the actual operation, and although the construction is finished, the huge safety quality problem is endless.
Disclosure of Invention
The invention converts the connection mode of the steel structure bolt into the connection mode of the shear wall by reference, thereby avoiding the technical problems in the related technology. Therefore, the invention provides a wall cap assembly, a shear wall and a construction method thereof, and aims to solve the problems of high assembly difficulty, poor effect, incapability of rechecking construction quality and the like in the existing assembly type shear wall connection technology.
In order to achieve the above object, a first aspect of the present invention provides a wall cap assembly, which includes a first wall cap, wherein the first wall cap includes a U-shaped cap body and a reinforcing plate, and a side wall of the U-shaped cap body extends and is bent outwards to form the reinforcing plate.
The invention provides a shear wall which comprises a wall body and the wall cap assembly, wherein the wall body comprises a wall reinforcing cage and a wall concrete structure wrapping the wall reinforcing cage, reinforcing steel bars of the wall reinforcing cage are connected with a first wall cap and a second wall cap through binding of a bolt sleeve, the wall cap assembly is used as a template to form a surrounding structure when concrete is poured on the wall body together with other templates, the wall cap assembly is used as a component of the wall body to be poured with the wall body into a whole to bear force together, and the wall concrete structure is formed by pouring concrete.
The third aspect of the invention provides a construction method of a shear wall, which comprises the following steps:
taking the first wall cap and the second wall cap as a part of a pouring template, and supporting other enclosing templates;
penetrating the bolt sleeve between every two opposite screw holes by using a detachable mounting strip, so that the bolt sleeve is suspended and fixed in the first wall cap and the second wall cap, and binding the reinforcing steel bars of the wall reinforcing steel bar cage and the bolt sleeve together;
pouring concrete into the template, vibrating and leveling, and forming a wall concrete structure after solidification;
and removing the pouring templates outside the first wall cap and the second wall cap, and removing the mounting bars to form the wall cap assembly as a component of the wall body and pour the wall body into a whole prefabricated superposed shear wall.
In addition, according to the present invention, the above wall cap assembly may further have the following additional technical features:
according to one embodiment of the invention, first mortises are arranged on the inner surface of the U-shaped cap body at intervals and penetrate through the whole inner surface of the U-shaped cap body from bottom to top; or
The inner surface of the U-shaped cap body is provided with first tenons at intervals, and the first tenons penetrate through the whole inner surface of the U-shaped cap body from bottom to top.
According to one embodiment of the invention, a first tenon is arranged on part of the outer surface of the U-shaped cap body, and the position of the first tenon corresponds to the position of the first mortise; or
And a first mortise is arranged on part of the outer surface of the U-shaped cap body, and the position of the first mortise corresponds to the position of the first tenon.
According to one embodiment of the invention, one side surface of the reinforcing plate is provided with a second mortise which penetrates through the whole side surface of the reinforcing plate from bottom to top; or
A second tenon is arranged on one side face of the reinforcing plate and penetrates through the whole side face of the reinforcing plate from bottom to top.
According to one embodiment of the invention, the other side surface of the reinforcing plate is provided with a second tenon, and the position of the second tenon corresponds to the position of the second mortise; or
And a second mortise is arranged on the other side surface of the reinforcing plate, and the position of the second mortise corresponds to the position of the second tenon.
According to an embodiment of the invention, the wall structure further comprises a second wall cap with a convex cross section, wherein the second wall cap comprises a first side plate, a second side plate and two connecting plates with a Z-like cross section, the two connecting plates connect the first side plate and the second side plate, the width of the first side plate is larger than that of the second side plate, the first side plate and the second side plate are arranged in parallel, the end part of the first side plate is vertically connected with the top surface of the connecting plate, and the end part of the second side plate is vertically connected with the bottom surface of the connecting plate.
According to one embodiment of the invention, the inner surface of the connecting plate is provided with third mortises at intervals, and the corresponding positions of the outer surface of the connecting plate are provided with third tenons; or
And third tenons are arranged on the inner surface of the connecting plate at intervals, and third mortises are arranged at corresponding positions on the outer surface of the connecting plate.
According to one embodiment of the invention, a plurality of screw holes are formed on two opposite side walls of the U-shaped cap body, corresponding positions of the first side plate and the second side plate, and corresponding positions of the connecting plate and the first side plate. According to one embodiment of the invention, the steel bar binding device further comprises a plurality of bolt sleeves for binding steel bars, the bolt sleeves are respectively arranged between two opposite screw holes of the two opposite side walls of the U-shaped cap body, the first side plate and the second side plate, and the connecting plate and the first side plate, and the inner diameter of each bolt sleeve is not smaller than that of each screw hole.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
FIG. 1 is an exploded view of a shear wall according to an embodiment of the first aspect of the present invention, with A-a in the length direction and B-B in the width direction;
FIG. 2 is an exploded view of a shear wall in an embodiment of the first aspect of the present invention 2;
FIG. 3 is a perspective view of a first wall cap in an embodiment of the first aspect of the invention 1;
FIG. 4 is a perspective view of a first wall cap in an embodiment of the first aspect of the invention 2;
fig. 5 is a perspective view of a second wall cap in an embodiment of the first aspect of the invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
It is to be understood that the terminology used herein is for the purpose of describing particular example embodiments only, and is not intended to be limiting. As used herein, the singular forms "a", "an" and "the" may be intended to include the plural forms as well, unless the context clearly indicates otherwise. The terms "comprising," "including," and "having" are inclusive and therefore specify the presence of stated features, elements, and/or components, but do not preclude the presence or addition of one or more other features, elements, components, and/or groups thereof.
In the description of the present invention, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be construed broadly, e.g., as meaning a fixed connection, a detachable connection, or an integral connection; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
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 at least two, e.g., two, three, etc., unless specifically limited otherwise.
For convenience of description, spatially relative terms, such as "bottom," "front," "upper," "oblique," "lower," "top," "inner," "horizontal," "outer," and the like, may be used herein to describe one element or feature's relationship to another element or feature as illustrated in the figures. This spatially relative relationship is intended to encompass different orientations of the mechanism in use or operation in addition to the orientation depicted in the figures. For example, if the mechanism in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" or "over" the other elements or features. Thus, the example term "below … …" can include both an orientation of above and below.
As shown in fig. 1-2, a first aspect of the present invention provides a shear wall 100, wherein the shear wall 100 includes a wall cap assembly and a wall body (which will be described in detail below), the wall cap assembly includes a first wall cap 10 and a second wall cap 11 with a convex cross-section, the first wall cap 10 includes a U-shaped cap body 101 and a reinforcing plate 102, the reinforcing plate 102 may be formed by extending one side wall of the U-shaped cap body 101 upwards and bending outwards towards the horizontal direction, and the U-shaped cap body 101 and the reinforcing plate 102 may be integrally formed. The second wall cap 11 comprises a first side plate 110, a second side plate 111 and two connecting plates 112 with Z-like cross sections, wherein the two connecting plates 112 connect the first side plate 110 and the second side plate 111, the width of the first side plate 110 is larger than that of the second side plate 111, the first side plate 110 and the second side plate 111 are arranged in parallel, the end of the first side plate 110 is perpendicularly connected with the top surface of the Z-like connecting plate 112, and the end of the second side plate 111 is perpendicularly connected with the bottom surface of the Z-like connecting plate 112.
The wall body 12 comprises a wall reinforcement cage and a wall concrete structure (no reference number in the figure) wrapping the wall reinforcement cage, wall reinforcement cage reinforcements are connected with a first wall cap 10 and a second wall cap 11 through binding with bolt sleeves 14 (only one is shown in the figure), the wall cap assembly is used as a template to form a retaining template together with other templates when concrete is poured on the wall body 12, the wall cap assembly is used as a component of the wall body 12 to be poured with the wall body 12 into a whole to bear force together, the wall concrete structure is formed by pouring concrete, and stirrups 120 are thrown out of the top surface and/or the bottom surface of the wall concrete structure.
It should be noted that, in the embodiment of the present invention, the first wall cap 10 and the second wall cap 11 may be caps made of steel, but the embodiment is not limited thereto, and the first wall cap 10 and the second wall cap 11 may also be made of other materials, and those skilled in the art may flexibly select the caps according to needs.
In the embodiment of the invention, as shown in fig. 1 to 5, the inner surface of the U-shaped cap body 101 is provided with the first mortise 103 at intervals, and specifically, the first mortise 103 penetrates through the entire inner surface of the U-shaped cap body 101 from bottom to top. In addition, a first tenon 104 is arranged on the outer surface of the part of the U-shaped cap body 101 spliced and connected with another wall cap, and the position of the first tenon 104 corresponds to the position of the first mortise 103.
Of course, in some embodiments of the present invention, the inner surface of the U-shaped cap body 101 may also be provided with first tenons 104 at intervals, the first tenons 104 penetrate through the entire inner surface of the U-shaped cap body 101 from bottom to top, correspondingly, the outer surface of a portion of the U-shaped cap body 101 that is connected with another wall cap in a splicing manner is provided with first mortises 103, and the positions of the first mortises 103 correspond to the positions of the first tenons 104, which is not limited herein.
Further, one side surface of the reinforcing plate 102 is provided with a second mortise 105, and the second mortise 105 penetrates the entire side surface of the reinforcing plate 102 from bottom to top. Accordingly, the other side surface of the reinforcing plate 102 is provided with a second tenon 106, and the position of the second tenon 106 corresponds to the position of the second mortise 105.
Of course, in some embodiments of the present invention, the other side of the reinforcing plate 102 is provided with a second tenon 106, and the second tenon 106 penetrates the whole side of the reinforcing plate 102 from bottom to top. Accordingly, the other side surface of the reinforcing plate 102 is provided with a second mortise 105, and the position of the second mortise 105 corresponds to the position of the second tenon 106.
It should be noted that the inner surface of the connecting plate 112 is provided with third mortises 113 at intervals, and the corresponding positions of the outer surface of the connecting plate 112 are provided with third tenons 114. Of course, in some embodiments of the present invention, the inner surface of the connecting plate 112 is provided with third tenons 114 at intervals, and the corresponding position of the outer surface of the connecting plate 112 is provided with third mortises 113, which is not limited herein.
In this embodiment, with reference to fig. 1, a plurality of screw holes 13 are formed on two opposite side walls of the U-shaped cap 101, corresponding positions of the first side plate 110 and the second side plate 111, and corresponding positions of the connecting plate 112 and the first side plate 110.
It should be mentioned that the shear wall 100 further includes bolt sleeves 14 for binding steel bars, the bolt sleeves 14 are respectively disposed between two opposite screw holes 13 of the two opposite side walls of the U-shaped cap body 101, the first side plate 110 and the second side plate 111, and the connecting plate 112 and the first side plate 110, and an inner diameter of the bolt sleeve 14 is not less than an inner diameter of the screw hole 13. Since the wall concrete structure is formed by pouring concrete by using the first wall cap 10 and the second wall cap 11 as partial pouring templates, the appearance structure of the wall concrete structure corresponds to the structures of the first wall cap 10 and the second wall cap 11.
Specifically, in the actual process of pouring the shear wall, firstly, two first wall caps 10 are used as upper wall caps, one second wall cap 11 is used as a lower wall cap, the first wall caps 10 and the second wall caps 11 are used as a part of a pouring template, the two upper wall caps are respectively positioned at two ends above the lower wall cap, the bottom ends of the two upper wall caps are aligned with two ends of the lower wall cap, and templates at other positions are installed in place;
penetrating the bolt sleeve sleeves between every two opposite screw holes by using detachable mounting strips, so that the bolt sleeves are suspended and fixed in the first wall cap and the second wall cap, and binding the reinforcing steel bars of the wall reinforcing cage and the bolt sleeves together; the bolt sleeves are poured in concrete to form a part of the shear wall, on one hand, the bolt sleeves can leave a passage for penetrating bolts between every two opposite screw holes when the concrete is poured, and on the other hand, the bolt sleeves are bound with a reinforcing mesh, so that the first wall cap 10 and the second wall cap 11 are effectively connected with a wall reinforcing cage, and further, the first wall cap 10 and the second wall cap 11 are combined with the shear wall to form a whole to bear force together;
pouring concrete into the formwork, vibrating and leveling the concrete, and forming a wall concrete structure after solidification, wherein the surface of the upper surface of the wall concrete structure is flush with the outer contour surface of the first wall cap 10, the thickness of the lower surface of the wall concrete structure is smaller than the thickness of the upper surface of the wall concrete structure, the surface of the lower surface of the wall concrete structure is flush with the contour surface of the second wall cap 11, and after the wall concrete structure is poured, the wall concrete structure and the first wall cap 10 form a structure matched with the shear wall connector and the second wall cap 11 form a structure matched with the shear wall positioning base.
And removing the pouring templates outside the first wall cap 10 and the second wall cap 11, and removing the mounting bars to form the prefabricated superposed shear wall.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (11)
1. A wall cap assembly is characterized by comprising a first wall cap, wherein the first wall cap comprises a U-shaped cap body and a reinforcing plate, and the side wall of the U-shaped cap body extends and is bent outwards to form the reinforcing plate.
2. The wall cap assembly of claim 1, wherein the inner surface of the U-shaped cap body is provided with first mortises at intervals, and the first mortises penetrate through the whole inner surface of the U-shaped cap body from bottom to top; or
The inner surface of the U-shaped cap body is provided with first tenons at intervals, and the first tenons penetrate through the whole inner surface of the U-shaped cap body from bottom to top.
3. The wall cap assembly of claim 2, wherein a portion of an outer surface of the U-shaped cap body is provided with a first tenon, the position of the first tenon corresponding to the position of the first mortise; or
And a first mortise is arranged on part of the outer surface of the U-shaped cap body, and the position of the first mortise corresponds to the position of the first tenon.
4. A wall cap assembly according to claim 2, wherein one side of the reinforcing plate is provided with a second mortise which extends through the entire side of the reinforcing plate from bottom to top; or
A second tenon is arranged on one side face of the reinforcing plate and penetrates through the whole side face of the reinforcing plate from bottom to top.
5. A wall cap assembly according to claim 4, wherein the other side of the reinforcing plate is provided with a second tenon corresponding to the second mortise; or
And a second mortise is arranged on the other side surface of the reinforcing plate, and the position of the second mortise corresponds to the position of the second tenon.
6. The wall cap assembly according to claim 1, further comprising a second wall cap with a convex cross section, wherein the second wall cap comprises a first side plate, a second side plate and two connecting plates with a Z-like cross section, the two connecting plates connect the first side plate and the second side plate, the width of the first side plate is larger than that of the second side plate, the first side plate and the second side plate are arranged in parallel, the end of the first side plate is perpendicularly connected with the top surface of the connecting plate, and the end of the second side plate is perpendicularly connected with the bottom surface of the connecting plate.
7. A wall cap assembly according to claim 6, wherein the inner surface of the connecting plate is provided with third spaced-apart mortises and the outer surface of the connecting plate is provided with third tenons at corresponding positions; or
And third tenons are arranged on the inner surface of the connecting plate at intervals, and third mortises are arranged at corresponding positions on the outer surface of the connecting plate.
8. The wall cap assembly of claim 7, wherein a plurality of threaded holes are formed in two opposite side walls of the U-shaped cap body, corresponding positions of the first side plate and the second side plate, and corresponding positions of the connecting plate and the first side plate.
9. The wall cap assembly according to claim 8, further comprising a plurality of bolt sleeves for binding the steel bars of the shear wall steel reinforcement cage, wherein the bolt sleeves are respectively arranged between two opposite screw holes of the two opposite side walls of the U-shaped cap body, the two opposite screw holes of the first side plate and the second side plate, and the two opposite screw holes of the connecting plate and the first side plate, and the inner diameter of each bolt sleeve is not smaller than the inner diameter of each screw hole.
10. A shear wall comprising a wall body and the cap assembly of claim 9, wherein the wall body comprises a wall reinforcement cage and a wall concrete structure wrapping the wall reinforcement cage, the reinforcement of the wall reinforcement cage is connected with the first cap and the second cap through the binding with the bolt sleeve, the cap assembly is used as a formwork and forms a building enclosure when the wall body is poured with concrete, the cap assembly is used as a component of the wall body and forms a whole with the wall body pouring, and the wall concrete structure is formed by pouring concrete.
11. A method for constructing a shear wall is characterized by comprising the following steps:
taking the first wall cap and the second wall cap as a part of a pouring template, and supporting other enclosing templates;
penetrating the bolt sleeve between every two opposite screw holes by using a detachable mounting strip, so that the bolt sleeve is suspended and fixed in the first wall cap and the second wall cap, and binding the reinforcing steel bars of the wall reinforcing steel bar cage and the bolt sleeve together;
pouring concrete into the template, vibrating and leveling, and forming a wall concrete structure after solidification;
and removing the pouring templates outside the first wall cap and the second wall cap, and removing the mounting bars to form the wall cap assembly as a component of the wall body and pour the wall body into a whole prefabricated superposed shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010346149.0A CN111519796B (en) | 2020-04-27 | 2020-04-27 | Wall cap assembly, shear wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010346149.0A CN111519796B (en) | 2020-04-27 | 2020-04-27 | Wall cap assembly, shear wall and construction method thereof |
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| Publication Number | Publication Date |
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| CN111519796A true CN111519796A (en) | 2020-08-11 |
| CN111519796B CN111519796B (en) | 2022-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010346149.0A Active CN111519796B (en) | 2020-04-27 | 2020-04-27 | Wall cap assembly, shear wall and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217004A (en) * | 1994-01-27 | 1995-08-15 | Showa Denko Kenzai Kk | Plate and connection structure thereof |
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| CN1136336A (en) * | 1994-08-19 | 1996-11-20 | 马芝纳力克技术公司 | Method and apparatus for erecting building structures |
| CN2564639Y (en) * | 2002-07-19 | 2003-08-06 | 李耀廷 | Inserted wall form |
| CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
| CN206815601U (en) * | 2017-04-28 | 2017-12-29 | 山东星汇集成建筑股份有限公司 | Wall element, wall assemblies and walling system |
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN110219402A (en) * | 2019-07-09 | 2019-09-10 | 西安建筑科技大学 | L-type Special-Shaped Column shear wall module, shear wall and its construction method |
| CN209620330U (en) * | 2018-10-18 | 2019-11-12 | 中清大科技股份有限公司 | A kind of non-dismantling formwork concrete shear wall structure building |
-
2020
- 2020-04-27 CN CN202010346149.0A patent/CN111519796B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217004A (en) * | 1994-01-27 | 1995-08-15 | Showa Denko Kenzai Kk | Plate and connection structure thereof |
| CN2218213Y (en) * | 1994-04-18 | 1996-01-24 | 王义福 | Linkager of partition wall |
| CN1136336A (en) * | 1994-08-19 | 1996-11-20 | 马芝纳力克技术公司 | Method and apparatus for erecting building structures |
| CN2564639Y (en) * | 2002-07-19 | 2003-08-06 | 李耀廷 | Inserted wall form |
| CN206815601U (en) * | 2017-04-28 | 2017-12-29 | 山东星汇集成建筑股份有限公司 | Wall element, wall assemblies and walling system |
| CN107345434A (en) * | 2017-07-03 | 2017-11-14 | 广州容联建筑科技有限公司 | Construction method for the reinforced concrete wall of building industrialization |
| CN209620330U (en) * | 2018-10-18 | 2019-11-12 | 中清大科技股份有限公司 | A kind of non-dismantling formwork concrete shear wall structure building |
| CN109853783A (en) * | 2019-01-23 | 2019-06-07 | 潍坊学院 | Assembling steel plate concrete shear wall structure and construction method |
| CN110219402A (en) * | 2019-07-09 | 2019-09-10 | 西安建筑科技大学 | L-type Special-Shaped Column shear wall module, shear wall and its construction method |
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| Publication number | Publication date |
|---|---|
| CN111519796B (en) | 2022-04-12 |
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