CN109505368B - Wallboard connecting node for assembled building - Google Patents

Wallboard connecting node for assembled building Download PDF

Info

Publication number
CN109505368B
CN109505368B CN201811588973.6A CN201811588973A CN109505368B CN 109505368 B CN109505368 B CN 109505368B CN 201811588973 A CN201811588973 A CN 201811588973A CN 109505368 B CN109505368 B CN 109505368B
Authority
CN
China
Prior art keywords
wallboard
cast
connecting rod
prefabricated
fabricated building
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
Application number
CN201811588973.6A
Other languages
Chinese (zh)
Other versions
CN109505368A (en
Inventor
张剑
唐芬
谭新明
龙坪峰
李志宏
朱换良
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xiangtan Yuanda Residential Industry Co ltd
Original Assignee
Xiangtan Yuanda Residential Industry Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xiangtan Yuanda Residential Industry Co ltd filed Critical Xiangtan Yuanda Residential Industry Co ltd
Priority to CN201811588973.6A priority Critical patent/CN109505368B/en
Publication of CN109505368A publication Critical patent/CN109505368A/en
Application granted granted Critical
Publication of CN109505368B publication Critical patent/CN109505368B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets
    • E04B1/4121Elements with sockets with internal threads or non-adjustable captive nuts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8682Mixed technique using permanent and reusable forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention relates to a wallboard connecting node for an assembled building, which comprises a prefabricated wallboard, a cast-in-situ part and a connecting assembly, wherein the cast-in-situ part is positioned at the inner side of the prefabricated wallboard, and the cast-in-situ part is provided with reinforcing steel bars; the connecting assembly comprises a connecting rod and a locating piece, one end of the connecting rod is connected with the inner side of the prefabricated wallboard, the other end of the connecting rod is connected with the locating piece, the locating piece is connected with the reinforcing steel bar of the cast-in-situ part, the wallboard connecting node for the assembled building is formed by erecting reinforcing steel bars on the cast-in-situ part, hoisting the prefabricated wallboard on the outer side of the cast-in-situ part, connecting one end of the connecting rod with the prefabricated wallboard, and connecting the other end of the connecting rod with the locating piece.

Description

Wallboard connecting node for assembled building
Technical Field
The invention relates to the technical field of fabricated buildings, in particular to a wallboard connecting node for a fabricated building.
Background
In the assembly type building construction process, workers can finish the manufacturing of the prefabricated components in factories in advance and transport the prefabricated components to a construction site, such as prefabricated wallboards, vertical reinforcing steel bars of cast-in-situ wall bodies and columns are arranged in advance at some parts of a building structure, and therefore when the prefabricated wallboards are hoisted to a designated position, the prefabricated wallboards serve as a part of templates of the cast-in-situ wallboards when cast-in-situ parts of the wall bodies or the columns are poured. However, when concrete casting is performed, the prefabricated wall panel may be displaced outward, resulting in poor construction quality.
Disclosure of Invention
Based on this, it is necessary to provide a wallboard connection node for an assembled building, aiming at the problem that when concrete pouring is performed, prefabricated wallboards may be displaced outwards, resulting in poor construction quality.
A wallboard connection node for a fabricated building, comprising:
Prefabricating wallboard;
the cast-in-situ part is positioned at the inner side of the prefabricated wallboard and is provided with reinforcing steel bars; and
The connecting assembly comprises a connecting rod and a locating piece, one end of the connecting rod is connected with the inner side of the prefabricated wallboard, the other end of the connecting rod is connected with the locating piece, and the locating piece is connected with the reinforcing steel bar of the cast-in-situ part.
Above-mentioned wallboard connected node for assembled building sets up the reinforcing bar in cast-in-place part, hoists prefabricated wallboard in cast-in-place part's outside, is connected connecting rod one end with prefabricated wallboard, and the other end is connected with the setting element, and this setting element is connected with cast-in-place part's reinforcing bar to fix a position the support to prefabricated wallboard, prevent prefabricated wallboard outwards displacement, guaranteed the stability of prefabricated wallboard installation, improve the structural stability and the construction quality of whole connected node.
In one embodiment, the inner side of the prefabricated wallboard is provided with an embedded sleeve, and one end of the connecting rod is connected with the embedded sleeve.
In one embodiment, the connecting rod is a screw.
In one embodiment, the positioning piece comprises a mounting part and a hook part, wherein the mounting part is connected with the other end of the connecting rod, the hook part is hooked on the reinforcing steel bar of the cast-in-situ part, and the hook part is connected with the mounting part.
In one embodiment, the cast-in-situ part is provided with a vertical steel bar and a transverse stirrup surrounding the periphery of the vertical steel bar, and the hook part is hooked on the vertical steel bar.
In one embodiment, the hook is welded to the transverse stirrup.
In one embodiment, the positioning member is a J-bar.
In one embodiment, the number of the positioning pieces includes at least two, and the positioning pieces are symmetrically arranged at the other end of the connecting rod based on the central line of the connecting rod.
In one embodiment, the number of connection assemblies includes a plurality and is spaced apart along the height of the prefabricated wall panel.
In one embodiment, the cast-in-place portion is a cast-in-place portion of a shear wall.
Drawings
FIG. 1 is a schematic structural view of a wallboard connection node;
FIG. 2 is a schematic view of a wall panel connection node from another perspective;
fig. 3 is a schematic structural view of a connection assembly of wallboard connection nodes.
Detailed Description
In order that the invention may be readily understood, a more complete description of the invention will be rendered by reference to the appended drawings. Preferred embodiments of the present invention are shown in the drawings. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
It will be understood that when an element is referred to as being "fixed to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like are used herein for illustrative purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. The term "and/or" as used herein includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1 to 3, a wallboard connecting node for an assembled building comprises a prefabricated wallboard 10, a cast-in-situ portion 20 and a connecting assembly 30, wherein the cast-in-situ portion 20 is positioned at the inner side of the prefabricated wallboard 10, and the cast-in-situ portion 20 is provided with reinforcing steel bars; the connecting assembly 30 comprises a connecting rod 310 and a positioning piece 320, wherein one end of the connecting rod 310 is connected with the inner side of the prefabricated wall panel 10, the other end of the connecting rod 310 is connected with the positioning piece 320, and the positioning piece 320 is connected with the reinforcing steel bar of the cast-in-situ part 20.
According to the wallboard connecting node for the fabricated building, the reinforced bars are erected on the cast-in-situ part 20, the prefabricated wallboard 10 is hoisted on the outer side of the cast-in-situ part 20, one end of the connecting rod 310 is connected with the prefabricated wallboard 10, the other end of the connecting rod is connected with the locating piece 320, and the locating piece 320 is connected with the reinforced bars of the cast-in-situ part 20, so that the prefabricated wallboard 10 is positioned and supported, the prefabricated wallboard 10 is prevented from being displaced outwards, the installation stability of the prefabricated wallboard 10 is ensured, and the structural stability and the construction quality of the integral connecting node are improved.
In one embodiment, the prefabricated wall panel 10 is provided with a pre-buried sleeve 110 on the inner side, and one end of the connecting rod 310 is connected with the pre-buried sleeve 110. The embedded sleeve 110 can be buried in the appointed position of the prefabricated wallboard 10 in the factory production stage in advance, the connecting component 30 can be directly installed on the construction site, and the operation is simple, safe and reliable.
In one embodiment, the connecting rod 310 is a screw. Therefore, the connecting rod 310 is only required to be in threaded connection with the embedded sleeve 110 on the construction site, and then the locating piece 320 at the other end of the connecting piece is connected with the corresponding reinforcing steel bar, so that the connecting rod 310 can be a standard piece, the cost is saved, and the construction efficiency is improved.
In one embodiment, the positioning member 320 includes a mounting portion 322 and a hook portion 324, the mounting portion 322 is connected to the other end of the connecting rod 310, the hook portion 324 is hooked on the reinforcing bar of the cast-in-situ portion 20, and the hook portion 324 is connected to the mounting portion 322. The locating piece 320 buckles the corresponding reinforcing steel bars through the bent hook portions 324, so that the prefabricated wallboard 10 is located, the prefabricated wallboard is prevented from being displaced outwards, the operation is simple and flexible, the interference between the locating piece 320 and the reinforcing steel bars can be avoided, the construction efficiency is high, the structure of the locating piece 320 is simple, and the production and the processing are convenient. Further, the mounting portion 322 is welded to the other end of the connecting rod 310, that is, the positioning member 320 is mounted to the other end of the connecting rod 310 by welding, so that the mounting is convenient.
In one embodiment, the positioning member 320 is a J-shaped steel bar, which has a simple structure, adopts steel bar materials, is easy to realize standardized processing and manufacturing, saves production cost, is simple and convenient to produce and manufacture, and has strong operability. The hook portion 324 and the mounting portion 322 are integrally formed, so that the overall strength of the structure is ensured.
In one embodiment, the cast-in-situ portion 20 is provided with a vertical reinforcement bar 210 and a transverse stirrup 220 surrounding the periphery of the vertical reinforcement bar 210, and the hook portion 324 is hooked on the vertical reinforcement bar 210. The vertical bars 210 can provide a reliable force to the locators 320 to ensure the installation stability of the prefabricated wall panel 10. Further, the hook portion 324 is welded to the transverse stirrup 220, further improving the stability of the retention of the positioning member 320, and providing a reliable force to secure the prefabricated wall panel 10 against outward displacement. As shown in fig. 1, the opposite direction is vertical, and the vertical steel bar 210 and the transverse stirrup 220 are both indicated by reference numerals.
In one embodiment, the number of the positioning members 320 includes at least two, and is symmetrically disposed at the other end of the connecting rod 310 with reference to the center line of the connecting rod 310. Thus, each positioning member 320 can be correspondingly connected with different steel bars, so that the installation stability of the prefabricated wall panel 10 is enhanced. In addition, the connecting rod 310 is taken as the center, and the positioning pieces 320 are symmetrically arranged on two opposite sides of the center line of the connecting rod 310, so that the stress is stable, the safety and the reliability are realized, and the construction quality is effectively ensured. In this embodiment, two positioning members 320 are symmetrically disposed at the other end of the connecting rod 310 with respect to the center line of the connecting rod 310.
In one embodiment, the number of the connection assemblies 30 is multiple, and the connection assemblies 30 are arranged at intervals along the height direction of the prefabricated wall panel 10, so that the prefabricated wall panel 10 is positioned simultaneously, and the prefabricated wall panel is safe and reliable. In one embodiment, the cast-in-situ portion 20 is a cast-in-situ portion 20 of a shear wall, the shear wall is a main bearing portion in a building structure, and the prefabricated wall panel 10 is connected and positioned with the cast-in-situ portion 20 of the shear wall through the connecting assembly 30, so that stability of a connecting node is effectively ensured. As shown in fig. 1, the inner side of the joint of two adjacent prefabricated wall boards 10 is provided with a cast-in-situ part 20 of the shear wall, and the joint of the two prefabricated wall boards 10 is connected with the cast-in-situ part 20 by a connecting component 30 through steel bars, so that the installation stability of a connecting node is ensured.
The technical features of the above-described embodiments may be arbitrarily combined, and all possible combinations of the technical features in the above-described embodiments are not described for brevity of description, however, as long as there is no contradiction between the combinations of the technical features, they should be considered as the scope of the description.
The above examples illustrate only a few embodiments of the invention, which are described in detail and are not to be construed as limiting the scope of the invention. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the invention, which are all within the scope of the invention. Accordingly, the scope of protection of the present invention is to be determined by the appended claims.

Claims (8)

1. A wallboard connection node for use in a fabricated building, comprising:
Prefabricating wallboard;
the cast-in-situ part is positioned at the inner side of the prefabricated wallboard and is provided with reinforcing steel bars; and
The connecting assembly comprises a connecting rod and a positioning piece, and one end of the connecting rod is connected with the inner side of the prefabricated wallboard;
The number of the positioning pieces comprises at least two, and the positioning pieces are symmetrically arranged at the other end of the connecting rod by taking the central line of the connecting rod as a reference; the locating pieces comprise installation parts and hook parts which are connected, the installation parts of the locating pieces are welded with the other ends of the connecting rods, and the hook parts of the locating pieces are correspondingly hooked on different reinforcing steel bars of the cast-in-situ part respectively.
2. The wallboard connecting node for the prefabricated building according to claim 1, wherein an embedded sleeve is arranged on the inner side of the prefabricated wallboard, and one end of the connecting rod is connected with the embedded sleeve.
3. The wallboard connection node for use in fabricated building according to claim 2, wherein the connecting rod is a screw.
4. The wallboard connecting node for the fabricated building according to claim 1, wherein the cast-in-place portion is provided with a vertical steel bar and a transverse stirrup surrounding the peripheral side of the vertical steel bar, and the hook portion is hooked on the vertical steel bar.
5. The wallboard connection node for use in a fabricated building of claim 4, wherein the hook portion is welded to the transverse stirrup.
6. The wallboard connection node for use in a fabricated building of claim 4, wherein the locating member is a J-bar.
7. The wallboard connection node for use in fabricated building according to any one of claims 1 to 6, wherein the number of connection assemblies comprises a plurality and is spaced apart along the height of the prefabricated wallboard.
8. The wallboard connection node for use in fabricated building according to any one of claims 1 to 6, wherein the cast-in-place section is a cast-in-place section of a shear wall.
CN201811588973.6A 2018-12-25 2018-12-25 Wallboard connecting node for assembled building Active CN109505368B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811588973.6A CN109505368B (en) 2018-12-25 2018-12-25 Wallboard connecting node for assembled building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811588973.6A CN109505368B (en) 2018-12-25 2018-12-25 Wallboard connecting node for assembled building

Publications (2)

Publication Number Publication Date
CN109505368A CN109505368A (en) 2019-03-22
CN109505368B true CN109505368B (en) 2024-05-14

Family

ID=65754508

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811588973.6A Active CN109505368B (en) 2018-12-25 2018-12-25 Wallboard connecting node for assembled building

Country Status (1)

Country Link
CN (1) CN109505368B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080285A (en) * 2019-04-23 2019-08-02 中铁第四勘察设计院集团有限公司 A kind of prefabricated side wall positioning connection structure of underground structure and connection method
CN110847447B (en) * 2019-11-28 2021-01-29 三一筑工科技有限公司 Double-skin wall connecting structure
CN113914192B (en) * 2021-09-28 2024-02-06 中交四航局第四工程有限公司 Bailey beam and distribution beam connecting device suitable for multiple occasions
CN114000615B (en) * 2021-11-12 2023-04-14 筑友智造科技投资有限公司 External wall panel connecting piece, connecting assembly and prefabricated part connecting joint

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29702609U1 (en) * 1997-02-14 1997-04-17 PPH Produktionssysteme + Projektmanagement Heilig GmbH, 73540 Heubach Connection device for opposite panels of a lost formwork
JP2002088906A (en) * 2000-09-20 2002-03-27 Ohbayashi Corp Building structure making use of pc member
JP2004036137A (en) * 2002-07-01 2004-02-05 Sunrise Square Hanbai Kk Concrete anchor
CN101649656A (en) * 2009-09-03 2010-02-17 同济大学 Overlapped shear wall with prefabricated part and cast-in-situ part and manufacturing method thereof
CN102912900A (en) * 2012-11-14 2013-02-06 安徽华力建设集团有限公司 Prefabricated assembled superposed plate type concrete shear wall and construction method thereof
CN105484391A (en) * 2015-12-11 2016-04-13 中国十五冶金建设集团有限公司 Construction method for manufacturing heat-preservation waterproof wall through light heat-preservation GRC disassembling-free formworks
CN205742641U (en) * 2016-01-21 2016-11-30 湖南大学 The prefabricated overlaid plate type shear wall structure that the dislocation of a kind of innovative panellised wall connects
CN106193292A (en) * 2016-07-16 2016-12-07 江南大学 A kind of steel frame assembled integral reinforced concrete shear wall structure system
CN106499070A (en) * 2015-09-08 2017-03-15 上海宝冶集团有限公司 The construction method of connecting sewing between assembled architecture component and component
CN106948493A (en) * 2017-04-05 2017-07-14 桂林理工大学 A kind of pre- seat slurry fabricated construction component connection method
CN107297810A (en) * 2017-07-21 2017-10-27 中建八局第建设有限公司 A kind of making of precast wall body component and installation method
CN207017483U (en) * 2017-05-12 2018-02-16 姚攀峰 The full precast shear wall structural system of regenerative steel skeleton
CN107893476A (en) * 2017-12-12 2018-04-10 浙江新邦远大绿色建筑产业有限公司 Overlap wall and horizontal member connecting node and its construction method
CA3045792A1 (en) * 2016-12-02 2018-06-07 MRCB Innovations SDN. BHD. Connection system and method for prefabricated volumetric construction modules
CN108166652A (en) * 2018-02-12 2018-06-15 中国建筑标准设计研究院有限公司 The two-sided overlapped shear wall and its construction method of band connection lacing wire
CN108385876A (en) * 2018-02-12 2018-08-10 刘振华 Whole pour of prefabricated assembled shear wall builds technique soon
CN207829236U (en) * 2017-12-12 2018-09-07 青岛上流远大住宅工业有限公司 Overlap wall body structure
CN207863235U (en) * 2017-12-12 2018-09-14 呼和浩特市中朵兴泰远大建筑工业有限公司 Overlap exterior wall "-" type connecting node
CN209397781U (en) * 2018-12-25 2019-09-17 湘潭远大住宅工业有限公司 Wallboard connecting node for assembled architecture

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29702609U1 (en) * 1997-02-14 1997-04-17 PPH Produktionssysteme + Projektmanagement Heilig GmbH, 73540 Heubach Connection device for opposite panels of a lost formwork
JP2002088906A (en) * 2000-09-20 2002-03-27 Ohbayashi Corp Building structure making use of pc member
JP2004036137A (en) * 2002-07-01 2004-02-05 Sunrise Square Hanbai Kk Concrete anchor
CN101649656A (en) * 2009-09-03 2010-02-17 同济大学 Overlapped shear wall with prefabricated part and cast-in-situ part and manufacturing method thereof
CN102912900A (en) * 2012-11-14 2013-02-06 安徽华力建设集团有限公司 Prefabricated assembled superposed plate type concrete shear wall and construction method thereof
CN106499070A (en) * 2015-09-08 2017-03-15 上海宝冶集团有限公司 The construction method of connecting sewing between assembled architecture component and component
CN105484391A (en) * 2015-12-11 2016-04-13 中国十五冶金建设集团有限公司 Construction method for manufacturing heat-preservation waterproof wall through light heat-preservation GRC disassembling-free formworks
CN205742641U (en) * 2016-01-21 2016-11-30 湖南大学 The prefabricated overlaid plate type shear wall structure that the dislocation of a kind of innovative panellised wall connects
CN106193292A (en) * 2016-07-16 2016-12-07 江南大学 A kind of steel frame assembled integral reinforced concrete shear wall structure system
CA3045792A1 (en) * 2016-12-02 2018-06-07 MRCB Innovations SDN. BHD. Connection system and method for prefabricated volumetric construction modules
CN106948493A (en) * 2017-04-05 2017-07-14 桂林理工大学 A kind of pre- seat slurry fabricated construction component connection method
CN207017483U (en) * 2017-05-12 2018-02-16 姚攀峰 The full precast shear wall structural system of regenerative steel skeleton
CN107297810A (en) * 2017-07-21 2017-10-27 中建八局第建设有限公司 A kind of making of precast wall body component and installation method
CN107893476A (en) * 2017-12-12 2018-04-10 浙江新邦远大绿色建筑产业有限公司 Overlap wall and horizontal member connecting node and its construction method
CN207829236U (en) * 2017-12-12 2018-09-07 青岛上流远大住宅工业有限公司 Overlap wall body structure
CN207863235U (en) * 2017-12-12 2018-09-14 呼和浩特市中朵兴泰远大建筑工业有限公司 Overlap exterior wall "-" type connecting node
CN108166652A (en) * 2018-02-12 2018-06-15 中国建筑标准设计研究院有限公司 The two-sided overlapped shear wall and its construction method of band connection lacing wire
CN108385876A (en) * 2018-02-12 2018-08-10 刘振华 Whole pour of prefabricated assembled shear wall builds technique soon
CN209397781U (en) * 2018-12-25 2019-09-17 湘潭远大住宅工业有限公司 Wallboard connecting node for assembled architecture

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
上海市城市建设工程学校组.《装配式混凝土建筑结构施工》.同济大学出版社,2016,第127-133页. *

Also Published As

Publication number Publication date
CN109505368A (en) 2019-03-22

Similar Documents

Publication Publication Date Title
CN109505368B (en) Wallboard connecting node for assembled building
US20120210669A1 (en) Method of constructing prefabricated steel reinforced concrete (psrc) column using angle steels and psrc column using angle steels
KR101432260B1 (en) Steel-exposed type steel framed reinforced concrete pillar
KR102011412B1 (en) Joint for Precast Beam and Columns
US10538907B2 (en) Modular assemblies and methods of construction thereof
KR101809687B1 (en) Joining Members of Steel Concrete Column and Steel Beam and Construction Method Thereof
KR102283875B1 (en) Double-wall having a variable thickness and construction method therewith
KR101663132B1 (en) Self-supporting type column structure
KR200414349Y1 (en) Connection structure of precast concrete structure
KR102269141B1 (en) Deck plate wall installation method using underground pavement
KR101781260B1 (en) RC Coupling Beam Reinforcement Structure Using Multi-headed Steel Elements
KR101490812B1 (en) Prefabricated steel frame with hoop reinforcement for composite member of steel and concrete
JP6362141B2 (en) Reinforcing bar reinforced frame, hoop, and reinforcing bar
JP2006328631A (en) Building floor structure system
JP3999591B2 (en) Seismic control structure of concrete structure with fiber reinforced cementitious material
JP2017014713A (en) Existing concrete structure reinforcement structure
KR20090096813A (en) Structure of hanging precast concrete slab on precast concrete beam
WO2014076716A1 (en) A wall system of parallelepiped precast building panel
KR100612938B1 (en) A construction system of the wall/dome and the the method thereof it
JP6961408B2 (en) Precast concrete boards and concrete structural slabs
TWI822635B (en) Construction structure
KR102234463B1 (en) the shear reinforcement unit and the shear reinforcing structure of reinforced concrete structure using the same
KR101398435B1 (en) Constructing method of complex girder and the structure thereby
CN220768392U (en) Assembled beam column structural unit
CN220394849U (en) Prefabricated beam column of assembled building

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
GR01 Patent grant
GR01 Patent grant