CN203546908U - Assembly type building wall beam stable connection structure - Google Patents

Assembly type building wall beam stable connection structure Download PDF

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Publication number
CN203546908U
CN203546908U CN201320656822.6U CN201320656822U CN203546908U CN 203546908 U CN203546908 U CN 203546908U CN 201320656822 U CN201320656822 U CN 201320656822U CN 203546908 U CN203546908 U CN 203546908U
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CN
China
Prior art keywords
steel
prefabricated panel
shaped steel
superposed
adaptor
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.)
Withdrawn - After Issue
Application number
CN201320656822.6U
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Chinese (zh)
Inventor
吴顺红
黄胜
王少重
董必雄
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.)
Hubei Hongyi Building Decoration Engineering Co Ltd
Original Assignee
Hubei Hongyi Building Decoration Engineering 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
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Priority to CN201320656822.6U priority Critical patent/CN203546908U/en
Application granted granted Critical
Publication of CN203546908U publication Critical patent/CN203546908U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an assembly type building wall beam stable connection structure and belongs to the technical field of assembly type building connection. The structure consists of a superposed beam, prefabricated panels, a change-over piece and limit fixed connection components, wherein the change-over piece is an L-shaped reinforced concrete change-over piece and is provided with an embedded bar and C-shaped steel grooves; the limit fixed connecting components consist of limit steel depression bars and fixed steel press blocks; the limit fixed connecting components are arranged along the outer sides of the upper and lower prefabricated panels and the outer side of the L-shaped reinforced concrete change-over piece between the upper and lower prefabricated panels; the upper and lower prefabricated panels are respectively connected with the embedded C-shaped steel grooves of the L-shaped reinforced concrete change-over piece by the limit fixed connecting components; concrete is cast in place on the steel rib top surface of a steel-reinforced concrete cast-in-place beam on the upper part of the superposed beam, and the steady connection between the superposed beam and the prefabricated panels is formed. According to the assembly type building wall beam stable connection structure, the cracking problem of a wall body caused by the load deformation is effectively prevented by the change-over structure, the whole stability and the anti-seismic property of an assembly type building are obviously enhanced, and the structure can be produced and implemented in a factory-like and standard way.

Description

A kind of assembled architecture wall beam is stablized syndeton
Technical field:
A kind of assembled architecture wall beam of the utility model is stablized syndeton, belongs to assembled architecture link technique field.
Background technology:
In recent years, along with developing rapidly of building industry, assembled architecture also obtains tremendous development and progress, after assembled arthitecutral structure main component is prefabricated in the factory, completes at the scene assembled.Due to main component Neng factory implementation criteria equalization, the problems such as the building energy consumption that the traditional architecture mode of production exists is high, resources and energy consumption is large, production efficiency is low have been solved, product quality and production efficiency significantly improve, and day by day receive industry and social concern.Development along with assembled architecture, except agent structure self needs innovation and development, because of the problem that the syndeton aspect of wall body structure and girder construction exists also very important, problems such as the assembling deformation of wall causing because wall beam syndeton is improper, crack also happens occasionally, for adapting to and promote the development of assembled architecture, must research and develop the assembled architecture wall beam syndeton with superperformance, to meet the high functional requirement of assembled architecture.
Utility model content:
The purpose of this utility model is to provide a kind of assembled architecture wall beam to stablize syndeton, this syndeton can not only improve anti-cracking, the antiseep of assembled architecture, the whole anti-seismic performance of General Promotion assembled architecture, meet the demand of high-performance building, and can batch production, standardized production, guarantee the synchronous raising of workmanship and installation efficiency.
The utility model is achieved through the following technical solutions:
A kind of assembled architecture wall beam of the utility model syndeton, is comprised of superposed beam, prefabricated panel, adaptor and spacing dead joint member, and described superposed beam is comprised of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam; Described adaptor is L-type steel concrete adaptor, is provided with embedded bar and pre-buried C shaped steel groove; Described spacing dead joint member is become with fixing shaped steel press block set by spacing shaped steel press strip, a right angle face level of L-type steel concrete adaptor is taken and is placed between superposed beam bottom precast beam body upper surface one side, prefabricated panel upper surface, bottom and prefabricated panel lower surface, top, spacing dead joint member along upper and lower prefabricated panel and between L-type steel steel concrete adaptor arranged outside, upper and lower prefabricated panel is connected with the pre-buried C shaped steel groove of L-type steel concrete adaptor by spacing dead joint member respectively; Along the reinforcing bar end face cast-in-situ concrete of superposed beam top reinforcing bar cast-in-situ concrete beam, form the superposed beam identical with L-type steel concrete adaptor height and be connected with the firm of prefabricated panel.
The embedded bar of described steel concrete adaptor is connected with the shaped steel bone to be poured of the top cast-in-situ concrete beam of superposed beam.
The spacing shaped steel press strip of described spacing dead joint member is comprised of upper and lower two right angle shaped steel, correspondence is arranged on the connection end of upper and lower prefabricated panel, fixedly shaped steel briquetting is vertically arranged between the spacing shaped steel press strip in upper and lower two right angles, and fixedly shaped steel briquetting is connected between L-type steel concrete adaptor and upper and lower prefabricated panel at interval respectively by bolt.
The described spacing fixing member outside that connects is provided with decoration cover plate.
Described prefabricated panel is prefabricated Light trabs.
Described prefabricated panel lower end is furnished with flashing plate.
A kind of assembled architecture wall beam of the utility model is stablized syndeton, prefabricated panel utilizes spacing dead joint member to carry out floating type connection with L-type steel concrete adaptor, deformability is strong in the plane to make prefabricated panel, has effectively prevented the problems of crack that body of wall causes because of loaded deformation; Adaptor be shelved on superposed beam a lateral balance part by superposed beam opposite side, shelve the moment of torsion that floor brings, simultaneously cast-in-place mixed earth is superimposed again after being connected with superposed beam reinforcing bar for the embedded bar of adaptor, mechanical property is more excellent; And rationally solved " infiltration is leaked " problem that assembled architecture wall beam connects, can effectively prevent that rainwater from permeating by adaptor.Therefore resistance to overturning and the anti-seismic performance of assembled architecture, by the utility model exchanging structure, have significantly been strengthened; Meanwhile, the utility model structure can batch production, standardized production, guarantees the synchronous raising of workmanship and installation efficiency.
Accompanying drawing explanation:
Fig. 1 is the utility model structural upright schematic diagram;
Fig. 2 is the utility model beam wall syndeton end view;
Fig. 3 be the spacing dead joint member of the utility model and upper and lower prefabricated panel and between L-type steel steel concrete adaptor connection diagram;
The specific embodiment:
Below in conjunction with accompanying drawing, the utility model is described further:
A kind of assembled architecture wall beam of the utility model is stablized syndeton, superposed beam, prefabricated panel, steel concrete adaptor and spacing dead joint member, consist of, described superposed beam is comprised of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam; Described adaptor is L-type steel concrete adaptor, is provided with embedded bar, pre-buried C shaped steel groove; The described spacing fixing member that connects is by spacing shaped steel press strip 5, fixedly shaped steel briquetting 6 forms, and steel concrete adaptor 1 is L-type steel concrete adaptor, is provided with embedded bar 1-1, pre-buried C shaped steel groove 1-2; Upper and lower prefabricated panel 3s, the vertical continued access of 3x, correspondence is arranged on a side of superposed beam 2 bottom precast beam body upper surfaces, and a right angle face level of L-type steel concrete adaptor 1 is taken and is placed between superposed beam 2 bottom precast beam body upper surfaces, bottom prefabricated panel 3 end faces and top prefabricated panel 3 lower surfaces; Spacing dead joint member is along upper and lower prefabricated panel 3 and L-type steel concrete adaptor 1 arranged outside, by the spacing fixing member that connects, be fixedly connected between upper and lower prefabricated panel L-type steel concrete adaptor is spacing, and fixingly connect outside installation of member and decorate cover plate 7 spacing; Along the reinforcing bar 2-2 end face cast-in-situ concrete 2-1 of superposed beam 2 top Cast-in-situ Beams, make and the same height of L-type steel concrete adaptor 1, then make superposed beam 2 and prefabricated panel 3 firmly connect as one.
The described spacing fixing spacing shaped steel press strip 5 in upper and lower two right angles of member that connects is separately positioned on, the link of lower prefabricated panel 3, fixedly shaped steel briquetting 6 is vertically arranged between the spacing shaped steel press strip 5 in upper and lower two right angles, fixing fixing shaped steel briquetting 6s on shaped steel briquetting 6, lower fixedly shaped steel briquetting 6x is connected to L-type steel concrete adaptor and upper in interval respectively by bolt, between the spacing shaped steel press strip 5 in corresponding right angle of lower prefabricated panel link: above fixedly shaped steel briquetting 6s is bolted between the pre-buried C shaped steel groove 1-2 of the top of upper prefabricated panel 3s spacing shaped steel press strip 5s and L-type steel concrete adaptor, fixedly shaped steel briquetting 6x is bolted between the pre-buried C shaped steel groove 1-2 of the bottom of lower prefabricated panel 3x spacing shaped steel press strip 5x and L-type steel concrete adaptor,
The embedded bar 1-1 of described steel concrete adaptor 1 is connected with the reinforcing bar 2-2 of the top Cast-in-situ Beam of superposed beam 2.
The described spacing fixing member outside that connects is provided with decoration cover plate 7.
Described prefabricated panel 3 is prefabricated Light trabs.
Described prefabricated panel lower end is furnished with flashing plate 4.

Claims (6)

1. an assembled architecture wall beam syndeton, is comprised of superposed beam, prefabricated panel, adaptor and spacing dead joint member, and described superposed beam is comprised of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam; It is characterized in that, described adaptor is L-type steel concrete adaptor, is provided with embedded bar and pre-buried C shaped steel groove; Described spacing dead joint member is become with fixing shaped steel press block set by spacing shaped steel press strip, a right angle face level of L-type steel concrete adaptor is taken and is placed between superposed beam bottom precast beam body upper surface one side, prefabricated panel upper surface, bottom and prefabricated panel lower surface, top, spacing dead joint member along upper and lower prefabricated panel and between L-type steel steel concrete adaptor arranged outside, upper and lower prefabricated panel is connected with the pre-buried C shaped steel groove of L-type steel concrete adaptor by spacing dead joint member respectively; Along the reinforcing bar end face cast-in-situ concrete of superposed beam top reinforcing bar cast-in-situ concrete beam, form the superposed beam identical with L-type steel concrete adaptor height and be connected with the firm of prefabricated panel.
2. a kind of assembled architecture wall beam syndeton according to claim 1, is characterized in that, the embedded bar of steel concrete adaptor is connected with the shaped steel bone to be poured of the top cast-in-situ concrete beam of superposed beam.
3. a kind of assembled architecture wall beam syndeton according to claim 1, it is characterized in that, the spacing shaped steel press strip of spacing dead joint member is comprised of upper and lower two right angle shaped steel, correspondence is arranged on the connection end of upper and lower prefabricated panel, fixedly shaped steel briquetting is vertically arranged between the spacing shaped steel press strip in upper and lower two right angles, and fixedly shaped steel briquetting is connected between L-type steel concrete adaptor and upper and lower prefabricated panel at interval respectively by bolt.
4. according to a kind of assembled architecture wall beam syndeton described in claim 1 or 3, it is characterized in that, the spacing fixing member outside that connects is provided with decoration cover plate.
5. a kind of assembled architecture wall beam syndeton according to claim 1, is characterized in that, prefabricated panel is prefabricated Light trabs.
6. a kind of assembled architecture wall beam syndeton according to claim 1, is characterized in that, prefabricated panel lower end is furnished with flashing plate.
CN201320656822.6U 2013-10-23 2013-10-23 Assembly type building wall beam stable connection structure Withdrawn - After Issue CN203546908U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320656822.6U CN203546908U (en) 2013-10-23 2013-10-23 Assembly type building wall beam stable connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320656822.6U CN203546908U (en) 2013-10-23 2013-10-23 Assembly type building wall beam stable connection structure

Publications (1)

Publication Number Publication Date
CN203546908U true CN203546908U (en) 2014-04-16

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320656822.6U Withdrawn - After Issue CN203546908U (en) 2013-10-23 2013-10-23 Assembly type building wall beam stable connection structure

Country Status (1)

Country Link
CN (1) CN203546908U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498512A (en) * 2013-10-23 2014-01-08 湖北弘毅建设有限公司 Stable connecting structure of prefabricated building wall beam
CN106677428A (en) * 2017-01-14 2017-05-17 山东飞越钢结构工程有限公司 External wall flashing structure used for fabricated building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498512A (en) * 2013-10-23 2014-01-08 湖北弘毅建设有限公司 Stable connecting structure of prefabricated building wall beam
CN106677428A (en) * 2017-01-14 2017-05-17 山东飞越钢结构工程有限公司 External wall flashing structure used for fabricated building

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GR01 Patent grant
C14 Grant of patent or utility model
AV01 Patent right actively abandoned

Granted publication date: 20140416

Effective date of abandoning: 20150930

RGAV Abandon patent right to avoid regrant