CN203603261U - Connecting structure for balcony slab and superposed beam - Google Patents

Connecting structure for balcony slab and superposed beam Download PDF

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Publication number
CN203603261U
CN203603261U CN201320775818.1U CN201320775818U CN203603261U CN 203603261 U CN203603261 U CN 203603261U CN 201320775818 U CN201320775818 U CN 201320775818U CN 203603261 U CN203603261 U CN 203603261U
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CN
China
Prior art keywords
balcony
balcony slab
superposed beam
cast
superposed
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
CN201320775818.1U
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Chinese (zh)
Inventor
吴顺红
黄胜
王少重
陈思敏
叶丽丽
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
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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.)
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Priority to CN201320775818.1U priority Critical patent/CN203603261U/en
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Publication of CN203603261U publication Critical patent/CN203603261U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a connecting structure for a balcony slab and a superposed beam and belongs to the field of building structures. The connecting structure is composed of the balcony slab, the superposed beam and connecting steel bars. Embedded steel fasteners are evenly arranged at intervals on the inner side of a precast balcony slab body of the balcony slab. The bottom surfaces of the two ends of the inner side of the precast balcony slab body are placed on the upper surface of one side of a lower steel-reinforced concrete precast beam of the superposed beam in an overlapping mode. The connecting steel bars are connected between the embedded steel fasteners on the inner side of the precast balcony slab body and precast steel ribs of an upper steel-reinforced concrete cast-in-place beam of the superposed beam. A concrete layer is arranged on the top surfaces of the precast steel ribs of the upper steel-reinforced concrete cast-in-place beam of the superposed beam and the surface of the precast balcony slab body in a cast-in-place mode, so that stable and integrated connection between the balcony slab and the superposed beam is realized. According to the design, stable and integrated cantilever connection between the balcony slab and the superposed beam is realized through the steel connecting structure and the cast-in-place concrete layer, and therefore the structure is simple, stable, safe and reliable.

Description

The syndeton of a kind of balcony slab and superposed beam
Technical field:
The syndeton of a kind of balcony slab of the utility model and superposed beam, belongs to building structure field.
Background technology:
In recent years, along with developing rapidly of building industry, assembled architecture also obtains tremendous development and progress.Because member can be in factory's implementation criteria equalization, solve the problems such as the building energy consumption that the traditional architecture mode of production exists is high, resource consumption is large, production efficiency is low, day by day receive industry and social concern.Along with the development of assembled architecture, except agent structure self needs innovation and development, also very important because of the problem that the syndeton aspect of prefabricated balcony plate and main body exists, if connect improperly, can cause the serious accidents such as balcony topples, comes off.For adapting to and promote the development of assembled architecture, must research and develop and there is the prefabricated balcony plate of superperformance and the syndeton of main body.
Utility model content:
The purpose of this utility model is to provide the syndeton of a kind of balcony slab and superposed beam, and this syndeton is safe and reliable, calculates simple, agent structure does not affect balcony to be calculated, can centralized calculation, form series, directly select, be conducive to plant produced and preparation, meet batch production direction.
The utility model is achieved through the following technical solutions:
The syndeton of a kind of balcony slab of the utility model and superposed beam, by balcony slab, superposed beam, connecting reinforcement composition, the prefabricated balcony plate inner side of described balcony slab is evenly arranged at intervals with pre-buried steel connector, inside this prefabricated balcony plate, the bottom steel reinforced concrete precast beam one side upper surface that is placed on superposed beam is taken in bottom surface, two ends, described connecting reinforcement, setting is connected between the pre-buried steel connector and the prefabricated reinforcing bar of superposed beam top reinforcing bar cast-in-situ concrete beam of prefabricated balcony plate inner side, at prefabricated reinforcing bar end face and the balcony precast plate surface cast-in-situ concrete layer of superposed beam top reinforcing bar cast-in-situ concrete beam, forming balcony slab is connected with the firm one of superposed beam.
The pre-buried steel connector of the prefabricated balcony plate of described balcony slab is made up of horizontal steel plate and vertical reinforcing bar leg.
Described superposed beam top reinforcing bar cast-in-situ concrete beam and balcony slab Bars In Poured Concrete Slab are in same level.
Described pre-buried steel connector and connecting reinforcement all have antirust coat.
Described balcony slab is made up of prefabricated balcony plate and cast-in-place balcony slab.
Described superposed beam is made up of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam.
The syndeton of the utility model balcony slab and superposed beam, prefabricated balcony plate at balcony slab is provided with pre-manufactured steel connector, between the pre-manufactured steel connector of prefabricated balcony plate and the beam prefabricated reinforcing bar in top of superposed beam, be connected by connecting reinforcement, continue you on superposed beam top beam prefabricated reinforcing bar end face and balcony precast plate surface cast-in-situ concrete layer, balcony slab forms firm one cantilever with superposed beam by steel syndeton and cast-in-situ concrete layer and is connected, the utility model syndeton is simple and direct stable, safe and reliable.
Accompanying drawing explanation:
Fig. 1 is the utility model structure end view;
Fig. 2 be inside the utility model balcony slab pre-buried steel connector and the beam prefabricated reinforcing bar in superposed beam top connecting reinforcement correspondence arrange to be connected and disclose schematic diagram.
The specific embodiment:
Below in conjunction with accompanying drawing, the utility model is described further:
The syndeton of a kind of balcony slab of the utility model and superposed beam, formed by balcony slab, superposed beam and connecting reinforcement, the inner side of the prefabricated balcony plate 1 of described balcony slab is evenly interval with pre-buried steel connector, this pre-buried steel connector is made up of horizontal steel plate 1-1 and vertical reinforcing bar leg 1-2, and described pre-buried steel connector and connecting reinforcement all have antirust coat, the bottom steel reinforced concrete precast beam one side 2-3 upper surface that is placed on superposed beam is taken in this prefabricated balcony plate 1 bottom surface, two ends, inner side, described connecting reinforcement 3, setting is connected between the horizontal steel plate 1-1 of pre-buried steel connector and the prefabricated reinforcing bar 2-2 of superposed beam top reinforcing bar cast-in-situ concrete beam of prefabricated balcony plate inner side, in prefabricated reinforcing bar 2-2 end face and the surperficial cast-in-situ concrete of balcony precast plate 1 of superposed beam top reinforcing bar cast-in-situ concrete beam, carry out the concrete cast in situs of superposed beam top reinforcing bar cast-in-situ concrete beam 2-1 and balcony slab Bars In Poured Concrete Slab 4, thereby realizing balcony slab is connected with the firm one of superposed beam, and this superposed beam top reinforcing bar cast-in-situ concrete beam and balcony slab Bars In Poured Concrete Slab are in same level.

Claims (6)

1. the syndeton of a balcony slab and superposed beam, by balcony slab, superposed beam, connecting reinforcement composition, it is characterized in that, the prefabricated balcony plate inner side of described balcony slab is evenly arranged at intervals with pre-buried steel connector, inside this prefabricated balcony plate, the bottom steel reinforced concrete precast beam one side upper surface that is placed on superposed beam is taken in bottom surface, two ends, described connecting reinforcement, setting is connected between the pre-buried steel connector and the prefabricated reinforcing bar of superposed beam top reinforcing bar cast-in-situ concrete beam of prefabricated balcony plate inner side, at prefabricated reinforcing bar end face and the balcony precast plate surface cast-in-situ concrete layer of superposed beam top reinforcing bar cast-in-situ concrete beam, forming balcony slab is connected with the firm one of superposed beam.
2. the syndeton of a kind of balcony slab according to claim 1 and superposed beam, is characterized in that, the pre-buried steel connector of the prefabricated balcony plate of balcony slab is made up of horizontal steel plate and vertical reinforcing bar leg.
3. the syndeton of a kind of balcony slab according to claim 1 and superposed beam, is characterized in that, superposed beam top reinforcing bar cast-in-situ concrete beam and balcony slab Bars In Poured Concrete Slab are in same level.
4. the syndeton of a kind of balcony slab according to claim 1 and superposed beam, is characterized in that, described pre-buried steel connector and connecting reinforcement all have antirust coat.
5. the syndeton of a kind of balcony slab according to claim 1 and superposed beam, is characterized in that, balcony slab is made up of prefabricated balcony plate and cast-in-place balcony slab.
6. the syndeton of a kind of balcony slab according to claim 1 and superposed beam, is characterized in that, superposed beam is made up of bottom steel reinforced concrete precast beam and top reinforcing bar cast-in-situ concrete beam.
CN201320775818.1U 2013-11-29 2013-11-29 Connecting structure for balcony slab and superposed beam Expired - Fee Related CN203603261U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320775818.1U CN203603261U (en) 2013-11-29 2013-11-29 Connecting structure for balcony slab and superposed beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320775818.1U CN203603261U (en) 2013-11-29 2013-11-29 Connecting structure for balcony slab and superposed beam

Publications (1)

Publication Number Publication Date
CN203603261U true CN203603261U (en) 2014-05-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320775818.1U Expired - Fee Related CN203603261U (en) 2013-11-29 2013-11-29 Connecting structure for balcony slab and superposed beam

Country Status (1)

Country Link
CN (1) CN203603261U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103741801A (en) * 2013-11-29 2014-04-23 湖北弘毅建设有限公司 Connecting structure of balcony slab and superposed beam
CN107859178A (en) * 2017-11-10 2018-03-30 湘潭远大住宅工业有限公司 The attachment structure and its construction method of complete prefabricated inclined roof and Cast-in-situ Beam
CN109025301A (en) * 2018-08-06 2018-12-18 武汉冶建筑安装工程有限责任公司 It floats window side plate construction method
CN110080394A (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 connection structure and connection method of prefabricated component
CN112411738A (en) * 2020-10-21 2021-02-26 浙大城市学院 Prefabricated balcony laminated slab and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103741801A (en) * 2013-11-29 2014-04-23 湖北弘毅建设有限公司 Connecting structure of balcony slab and superposed beam
CN103741801B (en) * 2013-11-29 2016-09-14 湖北弘毅建设有限公司 A kind of balcony slab and the attachment structure of composite beam
CN107859178A (en) * 2017-11-10 2018-03-30 湘潭远大住宅工业有限公司 The attachment structure and its construction method of complete prefabricated inclined roof and Cast-in-situ Beam
CN109025301A (en) * 2018-08-06 2018-12-18 武汉冶建筑安装工程有限责任公司 It floats window side plate construction method
CN110080394A (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 connection structure and connection method of prefabricated component
CN110080394B (en) * 2019-04-23 2024-05-28 中铁第四勘察设计院集团有限公司 Connecting structure and connecting method of assembled prefabricated components
CN112411738A (en) * 2020-10-21 2021-02-26 浙大城市学院 Prefabricated balcony laminated slab and construction method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140521

Termination date: 20151129