CN107313529B - Assembled building wall - Google Patents
Assembled building wall Download PDFInfo
- Publication number
- CN107313529B CN107313529B CN201710719795.5A CN201710719795A CN107313529B CN 107313529 B CN107313529 B CN 107313529B CN 201710719795 A CN201710719795 A CN 201710719795A CN 107313529 B CN107313529 B CN 107313529B
- Authority
- CN
- China
- Prior art keywords
- layer
- wall
- main wall
- shear wall
- longitudinal support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an assembled building wall, which comprises a main wall body, a cross beam, a foundation and a shear wall, wherein the cross beam is arranged at the top end of the main wall body, and the shear wall is arranged at the bottom end of the main wall body; the shear wall is filled with a concrete layer and forms the foundation; the outer side surface of the main wall body is provided with a bamboo charcoal layer; the shear wall comprises a plurality of transverse supporting pipes, a plurality of longitudinal supporting pipes and a connecting assembly, wherein the transverse supporting pipes are distributed at intervals along the height direction of the shear wall; the longitudinal support pipes are arranged at intervals along the width direction of the shear wall; a plurality of longitudinal support pipes are connected between two adjacent transverse support pipes; each longitudinal support tube is fixedly connected with the transverse support tube through the connecting assembly. The assembled building wall can adsorb smoke dust in a space and has a stable shear wall structure.
Description
Technical Field
The invention relates to the technical field of building industry, in particular to an assembled building wall.
Background
At present, the existing wall body in China has some defects in the use process, for example, the existing wall body lacks a certain function of absorbing smoke dust in the use process, and the existing wall body is not very fire-resistant, so that when a fire disaster occurs, the phenomenon of collapse easily occurs, meanwhile, the traditional shear wall has defects in the use process, the steel bar support structure in the shear wall is not stable enough, and the risk of deformation exists in the use process.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention aims to provide an assembled building wall body which can adsorb smoke dust in a space and has a stable shear wall structure.
The invention adopts the following technical scheme:
the assembled building wall comprises a main wall body, a cross beam, a foundation and a shear wall, wherein the cross beam is arranged at the top end of the main wall body, and the shear wall is arranged at the bottom end of the main wall body; the shear wall is filled with a concrete layer and forms the foundation; the outer side surface of the main wall body is provided with a bamboo charcoal layer; the shear wall comprises a plurality of transverse supporting pipes, a plurality of longitudinal supporting pipes and a connecting assembly, wherein the transverse supporting pipes are distributed at intervals along the height direction of the shear wall; the longitudinal support pipes are arranged at intervals along the width direction of the shear wall; a plurality of longitudinal support pipes are connected between two adjacent transverse support pipes; each longitudinal support tube is fixedly connected with the transverse support tube through the connecting assembly.
Preferably, the connecting assembly comprises a fixing sleeve, a connecting rod, a top fixing plate and a side fixing plate, wherein the fixing sleeve is sleeved on the transverse supporting tube, one end of the connecting rod is fixedly connected to the transverse supporting tube, and the other end of the connecting rod is fixedly connected to the longitudinal supporting tube; the top fixing plate is fixedly connected to the top of the fixing sleeve and is fixed with the end part of the longitudinal supporting tube; the side fixing plate is fixedly connected to the side part of the fixing sleeve and fixedly connected with the transverse supporting tube.
Preferably, the outer surface of the longitudinal support tube is provided with a zinc material layer.
Preferably, zinc blocks are convexly arranged outside the longitudinal supporting tube.
Preferably, a hollow part is formed inside the longitudinal support tube; an upper drain hole and a lower drain hole are arranged on the longitudinal support tube, and the upper drain hole and the lower drain hole are communicated with the hollow part.
Preferably, the main wall body comprises a main wall body reinforcing steel bar frame and a main wall body concrete layer, and the main wall body concrete layer is filled in the main wall body reinforcing steel bar frame.
Preferably, the beam comprises a beam steel bar frame and a beam concrete layer, and the beam concrete layer is filled in the beam steel bar frame; the beam reinforcement frame comprises a plurality of beam vertical reinforcements and a plurality of beam transverse reinforcements; the plurality of beam vertical bars and the plurality of beam horizontal bars are intersected and fixedly connected.
Preferably, a foundation reinforcement frame is fixedly arranged in the shear wall; the foundation is filled in the foundation reinforcement frame.
Preferably, a clay layer is arranged on the outer surface of the main wall body, and the bamboo charcoal layer is arranged on the outer side of the clay layer; an inner decorative layer is arranged between the clay layer and the bamboo charcoal layer.
Preferably, the side surface of the main wall body far away from the bamboo charcoal layer is formed into a decorative surface, and an outer decorative layer is arranged on the decorative surface.
Compared with the prior art, the invention has the beneficial effects that: 1. the bamboo charcoal layer is arranged on the outer surface of the main wall body, and can adsorb smoke dust in the space at any time, so that a certain purifying effect can be achieved in the space, and the comfort level of the space internal environment is improved.
2. The shear wall is formed by fixedly connecting a plurality of longitudinal support pipes and a plurality of transverse support pipes through the connecting assembly, and the concrete layer is filled in the shear wall to form a foundation, so that the stability of the shear wall and the foundation can be greatly improved, and deformation in the use process is prevented. Meanwhile, the refractoriness of the wall body can be improved, and the service performance of the main wall body is improved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a cross-sectional view of the present invention;
FIG. 3 is a schematic view of a partial structure of a shear wall of the present invention;
fig. 4 is a schematic view of the structure of the longitudinal support tube of the present invention.
In the figure: 10. a cross beam; 11. the beam is provided with a vertical steel bar; 12. transverse steel bars of the cross beam; 13. a beam concrete layer; 20. a main wall; 21. a bamboo charcoal layer; 22. a main wall reinforcing steel bar frame; 23. a clay layer; 24. an inner decorative layer; 25. an outer decorative layer; 30. a shear wall; 31. a concrete layer; 32. transverse steel bars of the foundation steel bar framework; 33. erecting steel bars by a foundation steel bar framework; 301. a transverse support tube; 302. a longitudinal support tube; 3021. a hollow portion; 3022. an upper drain hole; 3023. a lower drain hole; 3024. zinc blocks; 303. a connecting rod; 304. a top fixing plate; 305. a side fixing plate; 306. a fixed sleeve; 40. a right column; 50. and a left upright post.
Detailed Description
The invention will be further described with reference to the accompanying drawings and detailed description below:
1-4, an assembled building wall comprises a main wall body 20, a beam 10, a foundation and a shear wall 30, wherein the beam 10 is installed at the top end of the main wall body 20, and the shear wall 30 is installed at the bottom end of the main wall body 20. Meanwhile, the shear wall 30 is filled with a concrete layer 31, and the concrete layer 31 may form the foundation of the main wall body 20. The bamboo charcoal layer 21 is arranged on the outer side surface of the main wall body 20, and the bamboo charcoal layer 21 can adsorb smoke dust in the space at any time, so that a certain purifying effect can be achieved in the space, and the comfort level of the environment in the space is improved.
In addition, the shear wall 30 includes a plurality of lateral support pipes 301, a plurality of longitudinal support pipes 302, and a connection assembly such that the plurality of lateral support pipes 301 are arranged at intervals in the height direction of the shear wall 30, and the plurality of longitudinal support pipes 302 are arranged at intervals in the width direction of the shear wall 30. A plurality of longitudinal support pipes 302 are connected between two adjacent transverse support pipes 301; each longitudinal support tube 302 is fixedly connected with the transverse support tube 301 through a connecting assembly. That is, the shear wall 30 of the assembled wall body is formed by fixedly connecting a plurality of longitudinal support pipes 302 and a plurality of transverse support pipes 301 through connecting components, and the shear wall 30 is filled with the concrete layer 31 to form a foundation, so that the stability of the shear wall 30 and the foundation can be greatly improved, and deformation is prevented in the use process. And meanwhile, the refractoriness of the wall body can be improved, and the service performance of the main wall body 20 is improved.
Preferably, in the present embodiment, the connecting assembly includes a fixing sleeve 306, a connecting rod 303, a top fixing plate 304 and a side fixing plate 305, when the shear wall 30 is assembled, the fixing sleeve 306 may be sleeved on the transverse supporting tube 301, meanwhile, one end of the connecting rod 303 is fixedly connected to the transverse supporting tube 301, and the other end of the connecting rod 303 is fixedly connected to the longitudinal supporting tube 302. In addition, the top fixing plate 304 is fixedly connected to the top of the fixing sleeve 306 and is fixed to the end of the longitudinal support tube 302, and the side fixing plate 305 is fixedly connected to the side of the fixing sleeve 306 and is fixedly connected to the lateral support tube 301. In this way, the transverse support tubes 301 and the longitudinal support tubes 302 form a triangular support structure with the connecting rods 303 at the joints, and the shear wall 30 can be more stable in use due to the triangular structure because of the stability of the triangles. In addition, the top fixing plate, the fixing sleeve 306 and the side fixing plates are used for fixing, so that the supporting stress points are increased, and the deformation is difficult. Of course, the connecting rod 303, the top fixing plate 304, the side fixing plates 305, the transverse supporting tube 301 and the longitudinal supporting tube 302 may be fixedly connected by bolts, so as to facilitate assembly.
Preferably, a zinc material layer is disposed on the outer surface of the longitudinal support tube 302, and steel tubes are used for the longitudinal support tube 302 and the transverse support tube 301, and a zinc material layer is plated on the surface of the longitudinal support tube 302, so that even if the zinc material layer is broken due to the chemical property of zinc being more than that of iron, a primary cell is formed at the broken part, a primary cell chemical reaction occurs, and the iron is protected from being corroded, so that the service life of the longitudinal support tube 302 is longer.
Furthermore, zinc blocks 3024 are arranged outside the longitudinal support tube 302 in a protruding mode, and in a wet and dark environment, the zinc blocks 3024 and iron form a primary cell to protect the iron from being corroded, so that corrosion of the longitudinal support tube 302 can be reduced, and the service life can be prolonged.
Preferably, a hollow 3021 is formed inside the longitudinal support tube 302, and an upper drain hole 3022 and a lower drain hole 3023 are provided on the longitudinal support tube 302 such that the upper drain hole 3022 and the lower drain hole 3023 are both in communication with the hollow 3021. Thus, when water is permeated from the joint of the longitudinal support tube 302 and the transverse support tube 301 after the wall body is assembled, the water in the hollow part 3021 can be discharged through the upper drainage hole 3022 or the lower drainage hole 3023, so that the corrosion of the longitudinal support tube 302 and the transverse support tube 301 is reduced.
Preferably, the main wall 20 includes a main wall reinforcing steel bar frame 22 and a main wall concrete layer filled in the main wall reinforcing steel bar frame 22, and in addition, a reinforcing steel bar welding head may be disposed inside the main wall reinforcing steel bar frame 22, so that the structure of the main wall 20 and the fire resistance thereof may be reinforced.
Likewise, the beam 10 may include a beam reinforcement frame and a beam concrete layer 13, and the beam concrete layer 13 is filled in the beam 10 reinforcement frame. And the beam reinforcement frame comprises a plurality of beam vertical reinforcements 11 and a plurality of beam transverse reinforcements 12, so that the plurality of beam vertical reinforcements 11 and the plurality of beam transverse reinforcements 12 are intersected and fixedly connected, and the structure and the fire resistance of the beam 10 can be reinforced.
Preferably, the shear wall 30 is further fixedly provided with a foundation reinforcement frame, and the foundation is filled in the foundation reinforcement frame, so that the supporting structure and the fire resistance of the wall can be enhanced.
Preferably, the outer surface of the main wall body 20 is provided with a clay layer 23, and the bamboo charcoal layer 21 is arranged on the outer side of the clay layer 23; an inner decorative layer 24 is arranged between the clay layer 23 and the bamboo charcoal layer 21, so that the strength of the wall body can be enhanced.
Preferably, a decorative surface is formed on the side of the main wall body 20 far from the bamboo charcoal layer 21, and an outer decorative layer 25 is arranged on the decorative surface, so that the wall surface is attractive.
Of course, in order to further strengthen the wall structure, the left upright posts 50 and the right upright posts 40 may be disposed on two sides of the main wall body 20, and the left upright posts 50 and the right upright posts 40 are connected between the cross beam 10 and the foundation, so that the main wall body 20 is more stable in structure and is not easy to collapse.
It will be apparent to those skilled in the art from this disclosure that various other changes and modifications can be made which are within the scope of the invention as defined in the appended claims.
Claims (7)
1. The assembled building wall is characterized by comprising a main wall body, a cross beam, a foundation and a shear wall, wherein the cross beam is arranged at the top end of the main wall body, and the shear wall is arranged at the bottom end of the main wall body; the shear wall is filled with a concrete layer and forms the foundation; the outer side surface of the main wall body is provided with a bamboo charcoal layer; the shear wall comprises a plurality of transverse supporting pipes, a plurality of longitudinal supporting pipes and a connecting assembly, wherein the transverse supporting pipes are distributed at intervals along the height direction of the shear wall; the longitudinal support pipes are arranged at intervals along the width direction of the shear wall; a plurality of longitudinal support pipes are connected between two adjacent transverse support pipes; each longitudinal support tube is fixedly connected with the transverse support tube through the connecting assembly; the connecting assembly comprises a fixing sleeve, a connecting rod, a top fixing plate and a side fixing plate, wherein the fixing sleeve is sleeved on the transverse supporting tube, one end of the connecting rod is fixedly connected to the transverse supporting tube, and the other end of the connecting rod is fixedly connected to the longitudinal supporting tube; the top fixing plate is fixedly connected to the top of the fixing sleeve and is fixed with the end part of the longitudinal supporting tube; the side fixing plate is fixedly connected to the side part of the fixing sleeve and fixedly connected with the transverse supporting tube; zinc blocks are convexly arranged outside the longitudinal support tubes; a hollow part is formed inside the longitudinal support tube; an upper drain hole and a lower drain hole are arranged on the longitudinal support tube, and the upper drain hole and the lower drain hole are communicated with the hollow part.
2. The fabricated building wall of claim 1, wherein the outer surface of the longitudinal support tube is provided with a layer of zinc material.
3. The fabricated building wall of claim 1, wherein the main wall comprises a main wall reinforcing frame and a main wall concrete layer, the main wall concrete layer being filled in the main wall reinforcing frame.
4. The fabricated building wall of claim 1, wherein the beam comprises a beam rebar frame and a beam concrete layer, the beam concrete layer being filled in the beam rebar frame; the beam reinforcement frame comprises a plurality of beam vertical reinforcements and a plurality of beam transverse reinforcements; the plurality of beam vertical bars and the plurality of beam horizontal bars are intersected and fixedly connected.
5. The fabricated building wall of claim 1, wherein a foundation rebar framework is fixedly disposed within the shear wall; the foundation is filled in the foundation reinforcement frame.
6. The fabricated building wall according to claim 1, wherein the outer surface of the main wall is provided with a clay layer, and the bamboo charcoal layer is arranged on the outer side of the clay layer; an inner decorative layer is arranged between the clay layer and the bamboo charcoal layer.
7. The fabricated building wall of claim 6, wherein a side of the main wall body remote from the bamboo charcoal layer is formed as a decorative surface, and an outer decorative layer is provided on the decorative surface.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710719795.5A CN107313529B (en) | 2017-08-21 | 2017-08-21 | Assembled building wall |
PCT/CN2018/086232 WO2019037472A1 (en) | 2017-08-21 | 2018-05-10 | Prefabricated building wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710719795.5A CN107313529B (en) | 2017-08-21 | 2017-08-21 | Assembled building wall |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107313529A CN107313529A (en) | 2017-11-03 |
CN107313529B true CN107313529B (en) | 2023-09-26 |
Family
ID=60177128
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710719795.5A Active CN107313529B (en) | 2017-08-21 | 2017-08-21 | Assembled building wall |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN107313529B (en) |
WO (1) | WO2019037472A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107313529B (en) * | 2017-08-21 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Assembled building wall |
CN112942631B (en) * | 2021-02-04 | 2022-11-18 | 中建七局第一建筑有限公司 | Steel tube bundle combined shear wall |
CN114892842A (en) * | 2022-05-27 | 2022-08-12 | 李士豪 | High-strength assembly type steel structure building wall |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07247610A (en) * | 1994-03-14 | 1995-09-26 | Ohbayashi Corp | Beam for building using pc wall |
CN101570109A (en) * | 2009-04-07 | 2009-11-04 | 沈福昌 | Environment-friendly decorative board |
CN202273374U (en) * | 2011-10-11 | 2012-06-13 | 应孝华 | Parapet wall |
CN202627375U (en) * | 2012-05-23 | 2012-12-26 | 马高 | Novel plate |
KR101406535B1 (en) * | 2012-06-13 | 2014-06-16 | 재단법인 포항산업과학연구원 | Steel plate shear wall structure using block assembly |
CN202925716U (en) * | 2012-12-06 | 2013-05-08 | 河北联合大学 | Integrally assembled type concrete filled steel tube frame shear wall |
CN203307959U (en) * | 2013-05-10 | 2013-11-27 | 上海欧雅装饰材料有限公司 | Low-noise base film wall |
CN103485441A (en) * | 2013-09-10 | 2014-01-01 | 华南理工大学 | Combined shearing wall |
CN204960138U (en) * | 2015-06-09 | 2016-01-13 | 南京长江都市建筑设计股份有限公司 | Inside thin steel skeleton texture of concrete shear force wall |
CN105201103B (en) * | 2015-10-09 | 2018-07-31 | 北京工业大学 | A kind of assembled band frame ribbing steel plate shear force wall |
CN205669282U (en) * | 2016-06-06 | 2016-11-02 | 河北建筑工程学院 | A kind of assembly concrete frame wall filled with masonry system |
CN205840052U (en) * | 2016-06-14 | 2016-12-28 | 中国建筑标准设计研究院有限公司 | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework |
CN205976086U (en) * | 2016-08-11 | 2017-02-22 | 云南建工钢结构股份有限公司 | Compound slat wall body of assembled |
CN206337722U (en) * | 2016-12-29 | 2017-07-18 | 山西中技金谷新型建材有限公司 | A kind of prefabricated assembled light steel concrete wallboard |
CN106836492A (en) * | 2017-03-31 | 2017-06-13 | 重庆大学 | A kind of group frame-embedded faced wall Lateral Resistant System |
CN207003718U (en) * | 2017-06-14 | 2018-02-13 | 五经科技有限公司 | A kind of shear wall structure |
CN206815597U (en) * | 2017-06-14 | 2017-12-29 | 五经科技有限公司 | It is a kind of can absorbing smoke dust fire resisting steel bar wall |
CN107313529B (en) * | 2017-08-21 | 2023-09-26 | 深圳市郑中设计股份有限公司 | Assembled building wall |
CN207194217U (en) * | 2017-08-21 | 2018-04-06 | 深圳市亚泰国际建设股份有限公司 | A kind of assembled architecture wall |
-
2017
- 2017-08-21 CN CN201710719795.5A patent/CN107313529B/en active Active
-
2018
- 2018-05-10 WO PCT/CN2018/086232 patent/WO2019037472A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
WO2019037472A1 (en) | 2019-02-28 |
CN107313529A (en) | 2017-11-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204662736U (en) | Gas concrete out-hung panel slippage node | |
CN107313529B (en) | Assembled building wall | |
CN109944335B (en) | Frame and shear wall core tube combined assembly type structure system | |
CN105804240A (en) | Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof | |
CN103122676B (en) | Bight reinforced steel pipe concrete superposed column and the practice | |
CN107700667A (en) | A kind of precast floor slab and girder steel lower flange connecting node | |
CN109811936B (en) | Piston-type connected assembled filling wall, frame system and construction method thereof | |
CN107654021A (en) | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system | |
CN205591347U (en) | Light steel assembled composite wall panel and light steel frame thereof | |
CN104196163A (en) | Two-direction pre-stressed prefabricated hollow concrete slab and manufacturing method thereof | |
CN110725405A (en) | Steel pipe concrete column H-shaped steel beam rigid connection node structure with tie bars and construction method | |
KR101274994B1 (en) | Concrete filled double steel tube and concrete filled tubular column | |
CN107034793A (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
CN107237453B (en) | Steel pipe concrete composite column | |
CN215484840U (en) | Wall body reinforced structure that combats earthquake | |
CN215759557U (en) | Steel pipe concrete column-steel beam prefabricated combination connecting joint | |
CN213268892U (en) | Post-cast strip connection structure is supported to casing string | |
CN208733659U (en) | A kind of jointing of resistance to plucking hollow tubular piles of prestressed concrete and cushion cap | |
CN111749366B (en) | Assembled composite wall based on steel pipes and construction method thereof | |
CN213952712U (en) | Improved concrete-filled steel tube column with built-in stirrups | |
CN201217891Y (en) | Anchorage clip for fixing thin walled pipe in large span hollow floor | |
CN112144722A (en) | Fireproof floor | |
CN210798066U (en) | Partially-filled L-shaped steel-concrete combined column | |
CN109555269B (en) | Hollow sandwich steel pipe concrete casting body with tie bars and construction method thereof | |
CN204781321U (en) | Local reinforced concrete frame that adopts built -in square steel tube reinforcing |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB02 | Change of applicant information |
Address after: 518000 4b01, 4b02, excellence Times Square, intersection of Yitian road and Fuhua Road, Central District, Futian District, Shenzhen City, Guangdong Province Applicant after: Shenzhen Zhengzhong Design Co.,Ltd. Address before: 518000 4b01, 4b02, excellence Times Square, intersection of Yitian road and Fuhua Road, Central District, Futian District, Shenzhen City, Guangdong Province Applicant before: SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co.,Ltd. |
|
CB02 | Change of applicant information | ||
GR01 | Patent grant | ||
GR01 | Patent grant |