CN106854899A - Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure - Google Patents
Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure Download PDFInfo
- Publication number
- CN106854899A CN106854899A CN201710032855.6A CN201710032855A CN106854899A CN 106854899 A CN106854899 A CN 106854899A CN 201710032855 A CN201710032855 A CN 201710032855A CN 106854899 A CN106854899 A CN 106854899A
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- China
- Prior art keywords
- reinforcing bar
- outside wall
- horizontal annular
- indwelling
- wall board
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Classifications
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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
-
- 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
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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
Fastened present invention is disclosed a kind of assembled ring muscle and be anchored concrete shear force wall vertical connection structure, including the multiple inside and outside wall boards being connected with each other, the inside and outside wall board is prefabricated steel hoop concrete structure, horizontal annular reinforcing bar is prefabricated with inside it, the longitudinal reinforcement of vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two ends are extended to outside the inside and outside wall board left and right sides, indwelling length is more than 100mm, the vertical steel hoop two ends are extended to outside inside and outside wall board upper and lower ends, indwelling length is more than 150mm, coordinate rectangular closed stirrup to pour connection between multiple inside and outside wall boards and form overall, its vertical type of attachment has yi word pattern, it is T-shaped, L-type or cross connection.
Description
Technical field
Fasten anchor concrete and cut the present invention relates to a kind of fabricated shear wall structure, more particularly to a kind of assembled ring muscle
Power wall vertical connection structure.
Background technology
In face of the level of urbanization of fast development, Urban House demand is increasing, in the great development of residential housing market
While, due to the design of existing house, the restriction of construction technology, can not meet the people and housing stock and quality have been wanted
Ask.Other traditional residential has that speed of application is slow, quality is whard to control, production cost is high, and energy consumption pollutes high problems,
The serious process for constraining housing industrialization development.
At present, bar connecting mode in domestic and international prefabricated concrete structure, mainly has sleeve to be in the milk, constrains slurry anchor, set
The connected modes such as cylinder extruding, but there is disadvantage at aspects such as cost, accuracy, efficiency of construction, construction qualities in these connected modes
End, governs the development of fabricated shear wall structure, therefore develop a kind of efficiency of construction high, low cost, the guaranteed connection of quality
Mode is its key issue urgently to be resolved hurrily.Compared with cast-in-place shear wall structure and assembling frame structure, assembled shearing
Wall construction has substantial amounts of horizontal joint, vertical abutment joint, the connection of frame node, and the connection of seam crossing reinforcing bar is to ensure structure
The key point of globality, shock resistance, bearing capacity etc., reliable, the effective, connection of convenient construction is that fabricated shear wall grinds
The Important Problems studied carefully.
The content of the invention
Defect it is an object of the invention to overcome prior art, there is provided a kind of assembled ring muscle fastens anchor concrete and cuts
Power wall vertical connection structure, the shear wall for diversified forms is vertically connected by ring muscle fastening anchor form, not only construction party
Just, high precision, and the Seismic Property of Shear Wall Structures after pouring, load-carrying properties can be ensured.
To achieve the above object, the present invention proposes following technical scheme：
A kind of assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, including the multiple inner-outer walls being connected with each other
Plate, the inside and outside wall board is prefabricated steel hoop concrete structure, and horizontal annular reinforcing bar, vertical steel hoop are prefabricated with inside it
And the longitudinal reinforcement of longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two ends extend to inside and outside
Outside the wallboard left and right sides, indwelling length is more than 100mm, and the vertical steel hoop two ends extend to inside and outside wall board upper and lower ends
Outside, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour connection between multiple inside and outside wall boards and forms overall, and it is erected
There is yi word pattern to type of attachment, T-shaped, L-type or cross connection.
Preferably, the yi word pattern type of attachment is two inside and outside wall board lateral connections, the inside and outside wall board right side in left side
The horizontal annular reinforcing bar of indwelling is corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, coordinates rectangular closed hoop
Muscle is partly overlapped with the horizontal annular reinforcing bar of both sides, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to be formed
Integrated attachment structure.
Preferably, the T-shaped type of attachment is three inside and outside wall boards being connected with each other, the inside and outside wall board right side indwelling in left side
Horizontal annular reinforcing bar corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, and have each other certain
Distance, the horizontal annular reinforcing bar of the inside and outside wall board indwelling of intermediate vertical is located between the horizontal annular reinforcing bar of both sides, coordinates rectangle envelope
Close reinforcing bar to be partly overlapped with three horizontal annular reinforcing bars, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour shape
Integralization attachment structure.
Preferably, for L-type type of attachment for two inside and outside wall boards are mutually connected vertically, inside and outside wall board indwelling
Horizontal annular reinforcing bar is vertical corresponding with the horizontal annular reinforcing bar of another inside and outside wall board indwelling, coordinates rectangular closed stirrup and two
Horizontal annular reinforcing bar partly overlap, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour to form integration even
Binding structure.
Preferably, the cross form is four inside and outside wall boards being connected with each other, the inside and outside wall board side of the left and right sides
The horizontal annular reinforcing bar of indwelling is corresponded, and coordinates the first rectangular closed reinforcing bar to partly overlap, the inside and outside wall board side of upper and lower both sides
The horizontal annular reinforcing bar of side indwelling is equally corresponded, and coordinates the second rectangular closed reinforcing bar to partly overlap, and two overlapping regions
Multiple walings are inside banded with, pour to form integrated attachment structure.
Compared with prior art, a kind of assembled ring muscle that the present invention is disclosed fastens anchor concrete shear force wall and vertically connects
Structure, with following usefulness：Shear wall for diversified forms is vertically connected by ring muscle fastening anchor form, not only applies
Work is convenient, high precision, and the Seismic Property of Shear Wall Structures after pouring, and load-carrying properties can be ensured.
Brief description of the drawings
Fig. 1 is yi word pattern type of attachment structure decomposition figure of the present invention；
Fig. 2 is yi word pattern type of attachment pouring structure figure of the present invention；
Fig. 3 is T-shaped type of attachment structure decomposition figure of the invention；
Fig. 4 is T-shaped type of attachment pouring structure figure of the invention；
Fig. 5 is L-type type of attachment structure decomposition figure of the present invention；
Fig. 6 is L-type type of attachment pouring structure figure of the present invention；
Fig. 7 is cross type of attachment structure decomposition figure of the invention；
Fig. 8 is cross type of attachment pouring structure figure of the invention.
Specific embodiment
Below in conjunction with accompanying drawing of the invention, the technical scheme to the embodiment of the present invention carries out clear, complete description.
A kind of disclosed assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, including mutual
Multiple inside and outside wall boards of connection, the inside and outside wall board is prefabricated steel hoop concrete structure, and horizontal annular is prefabricated with inside it
The longitudinal reinforcement of reinforcing bar, vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular
Reinforcing bar two ends are extended to outside the inside and outside wall board left and right sides, and indwelling length is more than 100mm, and the vertical steel hoop two ends extend
To inside and outside wall board upper and lower ends, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour between multiple inside and outside wall boards
Connection forms overall, and its vertical type of attachment has yi word pattern, T-shaped, L-type or cross connection.
As shown in Figure 1 and 2, yi word pattern type of attachment is two inside and outside wall board lateral connections, the right side of inside and outside wall board 1 in left side
The horizontal annular reinforcing bar 3 of indwelling is corresponded with the horizontal annular reinforcing bar 4 of the left side indwelling of right side inside and outside wall board 2, coordinates rectangle envelope
Close stirrup 5 to be partly overlapped with the horizontal annular reinforcing bar of both sides, and multiple longitudinally reinforced reinforcing bars 6 are banded with overlapping region, pour
Build to form integrated attachment structure 7.
As shown in Fig. 3 ~ 4, T-shaped type of attachment is that three inside and outside wall boards are connected with each other, the right side indwelling of inside and outside wall board 1 in left side
Horizontal annular reinforcing bar 4 corresponded with the horizontal annular reinforcing bar 5 of the left side indwelling of right side inside and outside wall board 2, and have each other
Certain distance, the horizontal annular reinforcing bar 6 of the indwelling of inside and outside wall board 3 of intermediate vertical is located between the horizontal annular reinforcing bar of both sides, is coordinated
Rectangular closed reinforcing bar 7 is partly overlapped with three horizontal annular reinforcing bars, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region
8, pour to form integrated attachment structure 9.
As shown in Fig. 5 ~ 6, L-type type of attachment is mutually connected vertically for two inside and outside wall boards, the indwelling of an inside and outside wall board 1
Horizontal annular reinforcing bar 3 is vertical corresponding with the horizontal annular reinforcing bar 4 of another indwelling of inside and outside wall board 2, coordinate rectangular closed stirrup 5 with
The horizontal annular reinforcing bar of two is partly overlapped, and multiple longitudinally reinforced reinforcing bars 6 are banded with overlapping region, pours to form one
Change attachment structure 7.
It is that four inside and outside wall boards are connected with each other for the cross form as shown in Fig. 7 ~ 8, the inside and outside wall board 1 in left side
The horizontal annular reinforcing bar 5 of right side indwelling is corresponded with the horizontal annular reinforcing bar 6 of the left side indwelling of right side inside and outside wall board 2, top
A pair of the horizontal annular reinforcing bar 7 of the lower section indwelling of inside and outside wall board 3 and the horizontal annular reinforcing bar 8 one of the top indwelling of lower section inside and outside wall board 4
Should, the inside and outside wall board of the left and right sides coordinates the first rectangular closed reinforcing bar 9 to partly overlap, and the inside and outside wall board of upper and lower both sides coordinates second
Rectangular closed reinforcing bar 10 partly overlaps, and is banded with multiple walings 11 in two overlapping regions, pours to form one
Change attachment structure 12.
Technology contents of the invention and technical characteristic have revealed that as above, but those of ordinary skill in the art still may base
Make a variety of replacements and modification without departing substantially from spirit of the present invention in teachings of the present invention and announcement, therefore, the scope of the present invention
Should be not limited to the content disclosed in embodiment, and should include various without departing substantially from replacement of the invention and modification, and be this patent Shen
Please claim covered.
Claims (5)
1. a kind of assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure, it is characterised in that：Including being connected with each other
Multiple inside and outside wall boards, the inside and outside wall board be prefabricated steel hoop concrete structure, horizontal annular reinforcing bar is prefabricated with inside it,
The longitudinal reinforcement of vertical steel hoop and longitudinally connected horizontal annular reinforcing bar and vertical steel hoop, wherein horizontal annular reinforcing bar two
End is extended to outside the inside and outside wall board left and right sides, and indwelling length is more than 100mm, and the vertical steel hoop two ends extend to inside and outside
Outside wallboard upper and lower ends, indwelling length is more than 150mm, coordinates rectangular closed stirrup to pour connection shape between multiple inside and outside wall boards
Integral, its vertical type of attachment has yi word pattern, T-shaped, L-type or cross connection.
2. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists
In：The yi word pattern type of attachment is two inside and outside wall board lateral connections, the horizontal annular of the inside and outside wall board right side indwelling in left side
Reinforcing bar is corresponded with the horizontal annular reinforcing bar of right side inside and outside wall board left side indwelling, coordinates the level of rectangular closed stirrup and both sides
Steel hoop is partly overlapped, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to form integrated attachment structure.
3. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists
In：The T-shaped type of attachment is that three inside and outside wall boards are connected with each other, the horizontal annular reinforcing bar of the inside and outside wall board right side indwelling in left side
Horizontal annular reinforcing bar with the left side indwelling of right side inside and outside wall board is corresponded, and has certain distance, intermediate vertical each other
Inside and outside wall board indwelling horizontal annular reinforcing bar be located at both sides horizontal annular reinforcing bar between, coordinate rectangular closed reinforcing bar and three water
Flat steel hoop is partly overlapped, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pours to form integration connection knot
Structure.
4. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists
In：For L-type type of attachment for two inside and outside wall boards are mutually connected vertically, horizontal annular reinforcing bar for inside and outside wall board indwelling with
The horizontal annular reinforcing bar of another inside and outside wall board indwelling is vertically corresponded to, and coordinates rectangular closed stirrup and the horizontal annular reinforcing bar of two
Partly overlap, and multiple longitudinally reinforced reinforcing bars are banded with overlapping region, pour to form integrated attachment structure.
5. assembled ring muscle according to claim 1 is fastened and is anchored concrete shear force wall vertical connection structure, and its feature exists
In：The cross form is that four inside and outside wall boards are connected with each other, the horizontal annular of the inside and outside wall board side indwelling of the left and right sides
Reinforcing bar is corresponded, and coordinates the first rectangular closed reinforcing bar to partly overlap, the horizontal loops of the inside and outside wall board side indwelling of upper and lower both sides
Shape reinforcing bar is equally corresponded, and coordinates the second rectangular closed reinforcing bar to partly overlap, and be banded with multiple in two overlapping regions
Waling, pours to form integrated attachment structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032855.6A CN106854899A (en) | 2017-01-18 | 2017-01-18 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710032855.6A CN106854899A (en) | 2017-01-18 | 2017-01-18 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106854899A true CN106854899A (en) | 2017-06-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710032855.6A Pending CN106854899A (en) | 2017-01-18 | 2017-01-18 | Assembled ring muscle is fastened and is anchored concrete shear force wall vertical connection structure |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108005261A (en) * | 2018-01-03 | 2018-05-08 | 浙江绿筑集成科技有限公司 | A kind of horizontal joining method of embedded reinforcing bar type shear wall |
| CN108104333A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108104330A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108104332A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108342981A (en) * | 2018-04-28 | 2018-07-31 | 福州大学 | A kind of ultra-thin prefabricated board seam connection structure and construction method |
| CN108571096A (en) * | 2018-05-15 | 2018-09-25 | 中国十七冶集团有限公司 | A kind of the fabricated shear wall T-section point and its construction method of wet type connection |
| CN109184031A (en) * | 2018-10-15 | 2019-01-11 | 中国建筑第七工程局有限公司 | A kind of fabricated construction horizontal tectonics and installation method |
| CN109537774A (en) * | 2017-09-22 | 2019-03-29 | 天津远大兴辰住宅工业有限公司 | Connection structure at vertical abutment joint at prefabricated concrete structure T shape shear wall |
| CN109537773A (en) * | 2017-09-22 | 2019-03-29 | 天津远大兴辰住宅工业有限公司 | Connection structure at vertical abutment joint at prefabricated concrete structure L shape shear wall |
| CN109930742A (en) * | 2019-04-03 | 2019-06-25 | 浙江越宫钢结构有限公司 | A kind of shear wall basic unit and shear wall and building concentration |
| CN113047466A (en) * | 2021-03-31 | 2021-06-29 | 青岛腾远设计事务所有限公司 | Prefabricated combined type reinforced truss concrete shear wall and manufacturing method thereof |
| CN114086699A (en) * | 2021-12-06 | 2022-02-25 | 何毅 | Reinforced concrete partition wall connected node structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012241311A (en) * | 2011-05-13 | 2012-12-10 | Shimizu Corp | Half-precast beam, method of manufacturing half-precast beam, and method of constructing skeleton of building structure |
| CN103711238A (en) * | 2013-12-28 | 2014-04-09 | 中国建筑第七工程局有限公司 | Assembly-type concrete shear wall structure system buckled and anchored through ring ribs |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| 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 |
| CN106065669A (en) * | 2014-09-29 | 2016-11-02 | 中铁四局集团有限公司 | Bar connecting mode in precast shear wall connecting elements |
| CN205840047U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of precast shear wall novel perps attachment structure |
-
2017
- 2017-01-18 CN CN201710032855.6A patent/CN106854899A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012241311A (en) * | 2011-05-13 | 2012-12-10 | Shimizu Corp | Half-precast beam, method of manufacturing half-precast beam, and method of constructing skeleton of building structure |
| CN103711238A (en) * | 2013-12-28 | 2014-04-09 | 中国建筑第七工程局有限公司 | Assembly-type concrete shear wall structure system buckled and anchored through ring ribs |
| CN106065669A (en) * | 2014-09-29 | 2016-11-02 | 中铁四局集团有限公司 | Bar connecting mode in precast shear wall connecting elements |
| CN105484388A (en) * | 2015-11-18 | 2016-04-13 | 福建工程学院 | Prefabricated assembly type shear wall vertical slit connecting structure and construction method thereof |
| 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 |
| CN205840047U (en) * | 2016-06-22 | 2016-12-28 | 福建工程学院 | A kind of precast shear wall novel perps attachment structure |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537774A (en) * | 2017-09-22 | 2019-03-29 | 天津远大兴辰住宅工业有限公司 | Connection structure at vertical abutment joint at prefabricated concrete structure T shape shear wall |
| CN109537773A (en) * | 2017-09-22 | 2019-03-29 | 天津远大兴辰住宅工业有限公司 | Connection structure at vertical abutment joint at prefabricated concrete structure L shape shear wall |
| CN108104333A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108104330A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108104332A (en) * | 2017-12-12 | 2018-06-01 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall L-type connecting node and its construction method |
| CN108005261A (en) * | 2018-01-03 | 2018-05-08 | 浙江绿筑集成科技有限公司 | A kind of horizontal joining method of embedded reinforcing bar type shear wall |
| CN108342981B (en) * | 2018-04-28 | 2023-06-16 | 福州大学 | Joint connection structure between ultrathin precast slabs and construction method |
| CN108342981A (en) * | 2018-04-28 | 2018-07-31 | 福州大学 | A kind of ultra-thin prefabricated board seam connection structure and construction method |
| CN108571096A (en) * | 2018-05-15 | 2018-09-25 | 中国十七冶集团有限公司 | A kind of the fabricated shear wall T-section point and its construction method of wet type connection |
| CN109184031A (en) * | 2018-10-15 | 2019-01-11 | 中国建筑第七工程局有限公司 | A kind of fabricated construction horizontal tectonics and installation method |
| CN109930742A (en) * | 2019-04-03 | 2019-06-25 | 浙江越宫钢结构有限公司 | A kind of shear wall basic unit and shear wall and building concentration |
| CN113047466A (en) * | 2021-03-31 | 2021-06-29 | 青岛腾远设计事务所有限公司 | Prefabricated combined type reinforced truss concrete shear wall and manufacturing method thereof |
| CN113047466B (en) * | 2021-03-31 | 2022-06-03 | 青岛腾远设计事务所有限公司 | Prefabricated combined type reinforced truss concrete shear wall and manufacturing method thereof |
| CN114086699A (en) * | 2021-12-06 | 2022-02-25 | 何毅 | Reinforced concrete partition wall connected node structure |
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Application publication date: 20170616 |
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