CN206646639U - A kind of interlayer attachment structure of assembled architecture - Google Patents

A kind of interlayer attachment structure of assembled architecture Download PDF

Info

Publication number
CN206646639U
CN206646639U CN201720232680.9U CN201720232680U CN206646639U CN 206646639 U CN206646639 U CN 206646639U CN 201720232680 U CN201720232680 U CN 201720232680U CN 206646639 U CN206646639 U CN 206646639U
Authority
CN
China
Prior art keywords
frame
floor
screw shell
assembled architecture
bar
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.)
Expired - Fee Related
Application number
CN201720232680.9U
Other languages
Chinese (zh)
Inventor
姚传富
谷维才
李雨辰
孙山
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.)
Fuyang City Xinghua Mechanized Equipment Co Ltd
Original Assignee
Fuyang City Xinghua Mechanized Equipment 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 Fuyang City Xinghua Mechanized Equipment Co Ltd filed Critical Fuyang City Xinghua Mechanized Equipment Co Ltd
Priority to CN201720232680.9U priority Critical patent/CN206646639U/en
Application granted granted Critical
Publication of CN206646639U publication Critical patent/CN206646639U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of interlayer attachment structure of assembled architecture, including lower floor's wall and upper wall, laminated floor slab is provided between upper wall and lower floor's wall, grout sleeve is provided with lower floor's wall, upper wall opposite position is provided with screw shell, screwed in screw shell and screw thread joint element for bar is installed, bolt jointing part is through laminated floor slab and extend into grout sleeve, and high intensity Grouting Cement is poured into solidification from grouting mouth behind correction wall position.The utility model novel in structural design, connected between upper wall and lower floor's wall by screw shell, screw thread joint element for bar, grout sleeve, and coordinate Grouting Cement to connect, there is the advantages of easy to assembly, efficiency high, low cost, structural stability is improved after assembling.

Description

A kind of interlayer attachment structure of assembled architecture
Technical field:
It the utility model is related to Architectural Structure Design field, more particularly to a kind of interlayer attachment structure of assembled architecture.
Background technology:
In recent years, as country continues to increase to the policy support dynamics that building industry modernizes, assembled architecture market Developed rapidly.There is reinforced concrete shear wall structure, steel construction(Including light section steel structure and Heavy Type Steel Structure), wood The three basic structures system mode such as matter structure.
At present, there is the defects of respective in above-mentioned three basic structures system:Timber structure is due to by material and fire protecting performance Limitation, only obtains small range application in terms of the landscape house construction at city and scenic spot;Reinforced concrete shear wall structure is relatively applicable In less than 40 layers small high-rise building construction;Weight steel construction is applied to large-scale high-rise building, and although light section steel structure can be used for Low layer villa construction, but due to complicated, difficulty of construction is big, can not realize industrialized production, and promotional value is little.
Market in urgent need is a kind of to be adapted to less than 4 layers New village houses or the fabricated construction building body of low layer business villa construction System, between levels wall body structure and floor plates is an important component of assembled architecture system, it is necessary to the side of assembling Just, efficiency high, cost are low, and structural stability is improved after assembling.
Utility model content:
In order to make up prior art problem, the purpose of this utility model is to provide a kind of interlayer connection knot of assembled architecture Structure, novel in structural design, there is the advantages of easy to assembly, efficiency high, low cost, structural stability is improved after assembling.
The technical solution of the utility model is as follows:
The interlayer attachment structure of assembled architecture, including lower floor's wall and upper wall, upper wall and lower floor's wall it Between be provided with laminated floor slab, it is characterised in that is provided with grout sleeve in lower floor's wall, upper wall opposite position is provided with spiral shell Line sleeve, screw in screw shell and screw thread joint element for bar is installed, bolt jointing part is through laminated floor slab and extend into grouting set In cylinder, high intensity Grouting Cement is poured into solidification from grouting mouth behind correction wall position.
The interlayer attachment structure of described assembled architecture, it is characterised in that the metallic framework section of the laminated floor slab In corrugated, laminated floor slab thickness direction bottom 35 ~ 45% pours in factory, and top 65 ~ 55% is cast-in-place at the construction field (site).
The interlayer attachment structure of described assembled architecture, it is characterised in that the upper wall and lower floor's wall body structure Identical, upper wall and lower floor's wall include steel frame, steel frame or so the side frame upper and lower side extension that square tubes soldering is formed Duan Weizhu is supported, and the middle part of upper and lower side frame is provided with secondary support;
It is provided with metope muscle on each side frame of steel frame and between upper and lower side frame opposite face, metope muscle is bar-mat reinforcement, steel framework Frame and metope muscle integrally pour into concrete into wall;
The upper side frame of steel frame is provided with screw shell, and lower frame is provided with grout sleeve;Screw shell, grout sleeve with Steel frame square tubes soldering connects, with bar-mat reinforcement butting in wall.
The utility model has the advantages that:
The utility model novel in structural design, connected between upper wall and lower floor's wall by screw shell, threaded rod Part, grout sleeve connection, and coordinate Grouting Cement to connect, there is the advantages of easy to assembly, efficiency high, low cost, tied after assembling Structure stability is improved.
Brief description of the drawings:
Fig. 1 is structural representation of the present utility model.
Fig. 2 is partial enlarged drawing of the present utility model.
Fig. 3 is laminated floor slab of the present utility model(When not constructing)Structural representation.
Fig. 4 is the utility model wall steel-frame structure schematic diagram.
Fig. 5 is metope cloth muscle structural representation of the present utility model.
Fig. 6 is the structural representation of the utility model upper wall or lower floor's wall.
Embodiment:
Referring to accompanying drawing:
The interlayer attachment structure of assembled architecture, including lower floor's wall 2 and upper wall 1, upper wall 1 and lower floor's wall Laminated floor slab 3 is provided between 2, grout sleeve 4 is provided with lower floor's wall 2, the opposite position of upper wall 1 is provided with screw shell 5, Screwed in screw shell 5 and screw thread joint element for bar 6 is installed, bolt jointing part 6 is through laminated floor slab 3 and extend into grout sleeve 4 It is interior, high intensity Grouting Cement is poured into solidification from grouting mouth behind correction wall position.
The metallic framework 3-1 sections of laminated floor slab 3 are in corrugated, and laminated floor slab thickness direction bottom 40% pours in factory, The cast-in-place concrete 3-2 at the construction field (site) of top 60%.
Upper wall 1 is identical with lower floor 2 structures of wall, and upper wall 1 and lower floor's wall 2 include what square tubes soldering was formed Steel frame 7,8 are supported based on the side frame upper and lower side extension of steel frame 7 or so, the middle part of upper and lower side frame is provided with secondary support 9;
Metope muscle 10 is provided with 7 each side frame of steel frame and between upper and lower side frame opposite face, metope muscle 10 is bar-mat reinforcement, Steel frame 7 and metope muscle 10 integrally pour into concrete into wall;
The upper side frame of steel frame 7 is provided with screw shell 5, and lower frame is provided with grout sleeve 4;Screw shell 5, grouting set Cylinder 6 is connected with the square tubes soldering of steel frame 7, with bar-mat reinforcement butting in wall.

Claims (3)

1. a kind of interlayer attachment structure of assembled architecture, including lower floor's wall and upper wall, upper wall and lower floor's wall Between be provided with laminated floor slab, it is characterised in that is provided with grout sleeve in lower floor's wall, upper wall opposite position is provided with Screw shell, screw in screw shell and screw thread joint element for bar is installed, bolt jointing part is through laminated floor slab and extend into grouting In sleeve, high intensity Grouting Cement is poured into solidification from grouting mouth behind correction wall position.
2. the interlayer attachment structure of assembled architecture according to claim 1, it is characterised in that the gold of the laminated floor slab It is in corrugated to belong to skeleton section, and laminated floor slab thickness direction bottom 35 ~ 45% pours in factory, and top 65 ~ 55% is at the construction field (site) It is cast-in-place.
3. the interlayer attachment structure of assembled architecture according to claim 1, it is characterised in that the upper wall is with Layer wall body structure is identical, and upper wall and lower floor's wall include steel frame, steel frame or so the side frame that square tubes soldering is formed Upper and lower side supports based on extension, and the middle part of upper and lower side frame is provided with secondary support;
Be provided with metope muscle on each side frame of steel frame and between upper and lower side frame opposite face, metope muscle is bar-mat reinforcement, steel frame and Metope muscle integrally pours into concrete into wall;
The upper side frame of steel frame is provided with screw shell, and lower frame is provided with grout sleeve;Screw shell, grout sleeve and steel framework Frame square tubes soldering connects, with bar-mat reinforcement butting in wall.
CN201720232680.9U 2017-03-10 2017-03-10 A kind of interlayer attachment structure of assembled architecture Expired - Fee Related CN206646639U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720232680.9U CN206646639U (en) 2017-03-10 2017-03-10 A kind of interlayer attachment structure of assembled architecture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720232680.9U CN206646639U (en) 2017-03-10 2017-03-10 A kind of interlayer attachment structure of assembled architecture

Publications (1)

Publication Number Publication Date
CN206646639U true CN206646639U (en) 2017-11-17

Family

ID=60281110

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720232680.9U Expired - Fee Related CN206646639U (en) 2017-03-10 2017-03-10 A kind of interlayer attachment structure of assembled architecture

Country Status (1)

Country Link
CN (1) CN206646639U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110565817A (en) * 2019-09-09 2019-12-13 重庆中科建设(集团)有限公司 Construction method for concrete body slurry anchor connection

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110565817A (en) * 2019-09-09 2019-12-13 重庆中科建设(集团)有限公司 Construction method for concrete body slurry anchor connection
CN110565817B (en) * 2019-09-09 2021-05-11 重庆中科建筑科技(集团)有限公司 Construction method for concrete body slurry anchor connection

Similar Documents

Publication Publication Date Title
CN202767253U (en) Inner separating board and outer ring board combined type concrete filled square steel tube column and girder cross-shaped node
CN104032840A (en) Prestress assembly type frame joint connecting structure with additionally-arranged steel angles and construction method of prestress assembly type frame joint connecting structure
CN206873730U (en) A kind of steel bar truss floor structure
CN107460954A (en) A kind of post-tensioned prestressing assembling concrete frame energy dissipation component system and construction method
CN102704569A (en) Multilayer large-span assembling integral type space steel grid building structure and manufacturing method
CN104294920B (en) The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post and preparation method
CN205875394U (en) Antidetonation concrete beam column that dry process is connected
CN103711200B (en) A kind of assembling stiffness combo box support structure
CN206646639U (en) A kind of interlayer attachment structure of assembled architecture
CN206769085U (en) A kind of wall connecting point structure of assembled architecture
CN106894579A (en) A kind of basis of assembled architecture and connecting structure of wall
CN107654021A (en) A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system
CN206737195U (en) A kind of wall body structure of assembled architecture
CN205153530U (en) Structure is assembled to integral template of reinforced concrete floor
CN106760059A (en) A kind of assembled arthitecutral structure system
CN202430876U (en) Floor system with structure of steel and concrete precast slabs
CN103774777A (en) Assembly type skeleton multi-ribbed beam-plate composite structure big plate
CN204040305U (en) The heat insulation integrated wallboard of CL steel reinforced concrete
CN103924714B (en) A kind of steel wire entirety building of skeleton construction body of wall and manufacture craft thereof
CN106088330B (en) The connection structure and its construction method of assembling frame beam and frame column based on 3D printing
CN206737200U (en) A kind of assembled arthitecutral structure system
CN209260922U (en) Band girder rib laminated floor slab pre-tensioning system connecting joint structure
CN108086535B (en) A kind of assembled square steel tube steel plate concrete combined shear wall
CN207017483U (en) The full precast shear wall structural system of regenerative steel skeleton
CN206737267U (en) A kind of basis of assembled architecture and connecting structure of wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171117

Termination date: 20190310

CF01 Termination of patent right due to non-payment of annual fee