CN207646895U - A kind of connection structure of assembled architecture floor and wallboard - Google Patents

A kind of connection structure of assembled architecture floor and wallboard Download PDF

Info

Publication number
CN207646895U
CN207646895U CN201721472602.2U CN201721472602U CN207646895U CN 207646895 U CN207646895 U CN 207646895U CN 201721472602 U CN201721472602 U CN 201721472602U CN 207646895 U CN207646895 U CN 207646895U
Authority
CN
China
Prior art keywords
steel structure
structure connector
assembled architecture
wallboard
manufactured
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
CN201721472602.2U
Other languages
Chinese (zh)
Inventor
陆劲旭
卢剑
钱瑞
何晶
母艳昌
周敏杰
翟兴
邓宏旭
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.)
Yunnan Construction Industrialization Research And Development Center Co ltd
Yunnan Design Institute Group Co ltd
Yunnan Ksec Design Research Institute Co ltd
Original Assignee
Yunnan Design Institute Group
Yunnan Kunming Shipbuilding Design and Research Institute
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 Yunnan Design Institute Group, Yunnan Kunming Shipbuilding Design and Research Institute filed Critical Yunnan Design Institute Group
Priority to CN201721472602.2U priority Critical patent/CN207646895U/en
Application granted granted Critical
Publication of CN207646895U publication Critical patent/CN207646895U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of connection structures of assembled architecture floor and wallboard, it is desirable to provide a kind of connection structure for the assembled architecture floor and wallboard that shock resistance is strong.It includes prefabricated panel, pre-manufactured steel structure connector, precast floor slab and H-type prefabricated bodies structural steel beam;The precast floor slab is located at the upper end of H-type prefabricated bodies structural steel beam;The pre-manufactured steel structure connector is the bar shape that section takes the shape of the letter U, and the one or both sides of bottom are provided with flange plate, the counter sink group of connection is arranged on the flange plate;The pre-manufactured steel structure connector is placed in precast floor slab upper end and the surface positioned at H-type prefabricated bodies structural steel beam;Sets of vias corresponding with counter sink group is set on the flange plate of the H-type prefabricated bodies structural steel beam;The pre-manufactured steel structure connector, precast floor slab and H-type prefabricated bodies structural steel beam are bolted;The prefabricated panel is placed in the U-lag of pre-manufactured steel structure connector, and its lower end is mutually agreed with U-lag.

Description

A kind of connection structure of assembled architecture floor and wallboard
Technical field
The utility model is related to assembled architecture technical field, more particularly, to a kind of assembled architecture floor and wallboard Connection structure.
Background technology
Traditional construction industry is high pollution, highly energy-consuming, labor-intensive industry, and industrialization degree is low, water consume, energy consumption Height, artificial rubbish, quantity of wastewater effluent are big, do not meet the Sustainable development policies of national energy-saving and environmental protection, and need a large amount of Labour, with being on the rise for China human mortality structure aging, demographic dividend fades away, and continuing for resource and the energy is tight , the reinforcement of environmental protection consciousness, the mode of construction of traditional architecture has not met the development need of current economic and society, this When, assembled architecture comes into existence as the situation requires.The appearance of assembled architecture realizes building industry industrialization, with component, component work Factory's standardized production is prefabricated, and assembled in situ is quality controllable, efficient quick, and live wet-less operation, environmental noise, dust pollution are small, Energy saving and resource, reduce building waste the advantages that, with assembled architecture plurality of advantages increasingly show and country, place Attention, the development of assembled architecture main frame structure system has been gradually improved, but the connecting node of prefabricated components is still not perfect, The type of attachment of precast floor slab and prefabricated panel is generally using bolt or self drilling tapping screw connection, connecting node intensity at present Height, but there are the problems such as stress concentration, in the case where earthquake etc. can not resist natural calamity, its connecting node is easily damaged at connecting node, Prefabricated panel and floor easily damage at connecting node first, to from damage position spread, therefore need to improve prefabricated panel with The connecting node form of floor reduces life, property to reduce extent of the destruction of the prefabricated components in natural calamities such as earthquakes Loss under force majeure natural calamity.
Utility model content
The purpose of this utility model is intended to overcome the shortcomings of the prior art, provide a kind of assembled architecture floor with The connection structure of wallboard.It had both improved the assembly rate of assembled architecture floor, reduced construction site dust and noise pollution;Again It is not taken between flexible connection, i.e. prefabricated panel and precast floor slab by force since the connecting node form is between prefabricated panel and floor Fixation processed, to the displacement for making prefabricated panel allow to have certain under the natural calamities such as earthquake, to avoid due to adopting It forces bolt form to be damaged at connecting node therefore wallboard etc. is caused to collapse with single-point, causes people's life and property Loss, while punch forming has counter sink on the pre-manufactured steel structure connector flange plate used in the utility model, both can be improved pre- The intensity of steel structure connector processed, and bolt head can be hidden, the thickness of anticracking grout is smeared to reduce to reduce wallboard or floor Cost.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions:
A kind of connection structure of assembled architecture floor and wallboard, including prefabricated panel, pre-manufactured steel structure connector, prefabricated building Plate and H-type prefabricated bodies structural steel beam;The precast floor slab is located at the upper end of H-type prefabricated bodies structural steel beam;It is described prefabricated Steel structure connector is the bar shape that section takes the shape of the letter U, and the one or both sides of bottom are provided with flange plate, are arranged on the flange plate The counter sink group of connection;The pre-manufactured steel structure connector is placed in precast floor slab upper end and is located at H-type prefabricated bodies structural steel beam Surface;Sets of vias corresponding with counter sink group is set on the flange plate of the H-type prefabricated bodies structural steel beam;It is described prefabricated Steel structure connector, precast floor slab and H-type prefabricated bodies structural steel beam are bolted;The prefabricated panel is placed in pre-manufactured steel structure In the U-lag of connector, and its lower end is mutually agreed with U-lag.
Preferably, the groove of positioning is provided on the precast floor slab, with the lap-joint of pre-manufactured steel structure connector.
Preferably, the pre-manufactured steel structure connector is made of steel plate.
Compared with prior art, the utility model has the following advantages that:
(1)The utility model greatly improves the assembly rate of assembled architecture prefabricated components, the basic wet-less operation in scene, Improve building site construction environment, realizes the industrialization of assembled architecture prefabricated components, while the connecting node form will pass The single-point of system forces bolt fixed form to become being flexibly connected between prefabricated panel and floor, and prefabricated panel can be connected in pre-manufactured steel structure Sliding in the U-type groove of part reduces so as to offset impact of the prefabricated panel in earthquake since earthquake causes wallboard destruction to collapse Life, property loss caused by and.It connects and is rushed by modulus on the pre-manufactured steel structure connector both sides flange plate of wallboard and floor simultaneously Molded counterbore, the counterbore can hide bolt head or self drilling tapping screw head, can reduce the later stage smear the thickness of anticracking grout with Reduce cost.
(1)The utility model has many advantages, such as that assembly rate is high, site operation speed is fast, highly practical.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the structural schematic diagram of the utility model one embodiment.
Fig. 2 is the structural schematic diagram of pre-manufactured steel structure connector in Fig. 1.
Fig. 3 is the structural schematic diagram of second embodiment of the utility model.
Reference numeral:1-prefabricated panel, 2-pre-manufactured steel structure connectors, 3-precast floor slabs, 4-H-type prefabricated bodies structures Girder steel.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not under the premise of making the creative labor The every other embodiment obtained, shall fall within the protection scope of the present invention.
The connection structure of assembled architecture floor shown in Fig. 1-2 and wallboard, including prefabricated panel 1, pre-manufactured steel structure connector 2, precast floor slab 3 and H-type prefabricated bodies structural steel beam 4;The precast floor slab 3 is located at H-type prefabricated bodies structural steel beam 4 Upper end;The pre-manufactured steel structure connector 2 is the bar shape that section takes the shape of the letter U, and the both sides of bottom are provided with flange plate, the edge of a wing The counter sink group of connection is set on plate;The pre-manufactured steel structure connector 2 is placed in 3 upper end of precast floor slab and is located at the prefabricated master of H-type The surface of body structural steel beam 4;It is arranged on the flange plate of the H-type prefabricated bodies structural steel beam 4 corresponding with counter sink group logical Hole group;The pre-manufactured steel structure connector 2, precast floor slab 3 and H-type prefabricated bodies structural steel beam 4 are connected by bolt 5;It is described pre- Wallboard 1 processed is placed in the U-lag of pre-manufactured steel structure connector 2, and its lower end is mutually agreed with U-lag.
Wherein, it is provided with the groove of positioning on the precast floor slab 3, with the lap-joint of pre-manufactured steel structure connector 2, is convenient for Quickly positioning.
The pre-manufactured steel structure connector 2 is preferably made of steel plate.
The connection structure of assembled architecture floor shown in Fig. 3 and wallboard, wherein the bottom of the pre-manufactured steel structure connector 2 Only side is provided with flange plate, remaining is essentially identical with above-described embodiment.
The utility model greatly improves the assembly rate of assembled architecture prefabricated components, and the basic wet-less operation in scene changes Kind building site construction environment, realizes the industrialization of assembled architecture prefabricated components, while the connecting node form will be traditional Single-point force bolt fixed form become being flexibly connected between prefabricated panel and floor, prefabricated panel can be in pre-manufactured steel structure connector U-type groove in sliding, so as to offset impact of the prefabricated panel in earthquake, reduce due to earthquake cause wallboard destruction collapse and Caused by life, property loss
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection domain within.

Claims (3)

1. a kind of connection structure of assembled architecture floor and wallboard, including prefabricated panel(1), pre-manufactured steel structure connector(2), it is pre- Floor processed(3)And H-type prefabricated bodies structural steel beam(4);The precast floor slab(3)Positioned at H-type prefabricated bodies structural steel beam (4)Upper end;It is characterized in that:The pre-manufactured steel structure connector(2)For the bar shape that section takes the shape of the letter U, the side of bottom or Both sides are provided with flange plate, and the counter sink group of connection is arranged on the flange plate;The pre-manufactured steel structure connector(2)It is placed in pre- Floor processed(3)Upper end and be located at H-type prefabricated bodies structural steel beam(4)Surface;The H-type prefabricated bodies structural steel beam(4) Flange plate on corresponding with the counter sink group sets of vias of setting;The pre-manufactured steel structure connector(2), precast floor slab(3)And H-type is pre- Agent structure girder steel processed(4)Pass through bolt(5)Connection;The prefabricated panel(1)It is placed in pre-manufactured steel structure connector(2)U-lag It is interior, and its lower end is mutually agreed with U-lag.
2. the connection structure of assembled architecture floor and wallboard according to claim 1, it is characterised in that:The precast floor slab (3)Upper and pre-manufactured steel structure connector(2)Lap-joint be provided with the groove of positioning.
3. the connection structure of assembled architecture floor and wallboard according to claim 1 or claim 2, it is characterised in that:It is described prefabricated Steel structure connector(2)It is made of steel plate.
CN201721472602.2U 2017-11-07 2017-11-07 A kind of connection structure of assembled architecture floor and wallboard Active CN207646895U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721472602.2U CN207646895U (en) 2017-11-07 2017-11-07 A kind of connection structure of assembled architecture floor and wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721472602.2U CN207646895U (en) 2017-11-07 2017-11-07 A kind of connection structure of assembled architecture floor and wallboard

Publications (1)

Publication Number Publication Date
CN207646895U true CN207646895U (en) 2018-07-24

Family

ID=62884623

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721472602.2U Active CN207646895U (en) 2017-11-07 2017-11-07 A kind of connection structure of assembled architecture floor and wallboard

Country Status (1)

Country Link
CN (1) CN207646895U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112282071A (en) * 2020-09-11 2021-01-29 中国建筑第八工程局有限公司 Mounting structure of external wall panel and construction method thereof
CN113356372A (en) * 2021-06-02 2021-09-07 王小琴 Right-angle connecting piece for assembly type building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112282071A (en) * 2020-09-11 2021-01-29 中国建筑第八工程局有限公司 Mounting structure of external wall panel and construction method thereof
CN113356372A (en) * 2021-06-02 2021-09-07 王小琴 Right-angle connecting piece for assembly type building
CN113356372B (en) * 2021-06-02 2022-11-04 新疆昌吉建设(集团)有限责任公司 Right-angle connecting piece for assembly type building

Similar Documents

Publication Publication Date Title
CN106121107B (en) Assemble type concrete slab and its plate dry type connection method
CN207646895U (en) A kind of connection structure of assembled architecture floor and wallboard
CN206467827U (en) A kind of assembly concrete shear wall
CN208023781U (en) A kind of assembled architecture wall and prefabricated concrete structure
CN211007754U (en) Reinforced concrete column node antidetonation reinforcing apparatus
CN105863082B (en) T shapes run through iris type multi-chamber concrete filled steel tube coupled column steel beam joint and assembly method
CN103541495B (en) Connecting box assembly concrete beam
CN204475529U (en) The syndeton of a kind of assembling type outer wall and beam
CN201962604U (en) Fiber reinforce plastic (FRP) combined plate
CN212427508U (en) Dry-type connected node of assembled concrete beam column
CN206267443U (en) A kind of prefabrication and assembly construction concrete structure stair
CN210239218U (en) Basement structure is add to existing pile foundation building
CN111809729A (en) Dry-type connected node of assembled concrete beam column
CN209854922U (en) Prefabricated assembled reinforced concrete prefabricated house
CN208815980U (en) A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural
CN203412160U (en) Multifunctional novel structural composite roof
CN103541435B (en) With the cross node of full assembling of steel plate concrete Cantilever Beams
CN103334528B (en) Multifunction structure combination roof
CN210032130U (en) Assembly type structure large-span steel structure beam and concrete column rigid connection mechanism
CN201635417U (en) Reinforcing constructional column of masonry structure
CN204590315U (en) A kind of assembled architecture interior wall syndeton
CN209308421U (en) A kind of template of architectural engineering
CN209025303U (en) A kind of building-block that shockproof effect is good
CN206616695U (en) A kind of concrete panel and girt strip floor dry type connecting node
CN207794407U (en) A kind of composite floor system system based on beams of concrete and light gauge cold-formed steel shape beam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 650051 Kunchuan Building, No. 6 Renmin Zhong Road, Panlong District, Kunming City, Yunnan Province

Co-patentee after: Yunnan Design Institute Group Co.,Ltd.

Patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd.

Address before: 650051 Kunchuan Building, No. 6 Renmin Zhong Road, Panlong District, Kunming City, Yunnan Province

Co-patentee before: Yunnan Design Institute Group

Patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd.

CP01 Change in the name or title of a patent holder
TR01 Transfer of patent right

Effective date of registration: 20190722

Address after: 650051 Kunchuan Building, No. 6 Renmin Zhong Road, Panlong District, Kunming City, Yunnan Province

Co-patentee after: Yunnan Design Institute Group Co.,Ltd.

Patentee after: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd.

Co-patentee after: Yunnan Construction Industrialization Research and Development Center Co.,Ltd.

Address before: 650051 Kunchuan Building, No. 6 Renmin Zhong Road, Panlong District, Kunming City, Yunnan Province

Co-patentee before: Yunnan Design Institute Group Co.,Ltd.

Patentee before: YUNNAN KSEC DESIGN RESEARCH INSTITUTE Co.,Ltd.

TR01 Transfer of patent right