CN202519869U - Hollow lightweight partition board with lateral connecting ribs - Google Patents

Hollow lightweight partition board with lateral connecting ribs Download PDF

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Publication number
CN202519869U
CN202519869U CN2012201002034U CN201220100203U CN202519869U CN 202519869 U CN202519869 U CN 202519869U CN 2012201002034 U CN2012201002034 U CN 2012201002034U CN 201220100203 U CN201220100203 U CN 201220100203U CN 202519869 U CN202519869 U CN 202519869U
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CN
China
Prior art keywords
precast concrete
hollow
reinforcing bar
partition board
partition
Prior art date
Application number
CN2012201002034U
Other languages
Chinese (zh)
Inventor
刘文清
闫红缨
Original Assignee
黑龙江宇辉新型建筑材料有限公司
湖北宇辉新型建筑材料有限公司
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Priority to CN2012201002034U priority Critical patent/CN202519869U/en
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Abstract

The utility model relates to a hollow lightweight partition board with lateral connecting ribs. In the construction process of the conventional precast concrete structure, after precast concrete members are installed, a non-bearing wall is needed to be constructed, a large amount of labor, machinery and time are consumed, building materials are wasted, and surrounding environment is polluted. The hollow lightweight partition board with the lateral connecting ribs comprises precast concrete partition members (1), wherein hollow pipes (5) are arranged in each precast concrete partition member; connecting steel bars (2) are embedded into the sides of each precast concrete partition member; annular steel bars (3) are arranged above the connecting steel bars of the two precast concrete partition members; the two ends of each annular steel bar extend out of the connecting steel bars to form a gap; and full-length steel bars (4) are longitudinally inserted into the gaps. The utility model is used for the hollow lightweight partition board.

Description

Hollow light partition board with side direction dowel

Technical field:

the utility model relates to a kind of hollow light partition board with side direction dowel.

Background technology:

In the construction of existing precast concrete; After installing precast unit, also need non-bearing wall body is built by laying bricks or stones the manual work of masonry panel labor, machinery and time; And cause the waste of constructional materials, simultaneously surrounding enviroment are polluted.

Summary of the invention:

The purpose of the utility model provides a kind of hollow light partition board with side direction dowel that can replace masonry panel.

Above-mentioned purpose realizes through following technical scheme:

a kind of hollow light partition board with side direction dowel; Its composition comprises: inside has the precast concrete partition wall component of hollow section; Described precast concrete partition wall component side is embedded with connecting reinforcement; The ring-type reinforcing bar is placed in the connecting reinforcement top of two described precast concrete partition wall components, and extend through described connecting reinforcement in described ring-type reinforcing bar two ends forms the space, in described space, vertically inserts elongated reinforcing bar.

described hollow light partition board with side direction dowel; Described connecting reinforcement is evenly distributed on the side of described precast concrete partition wall component; Described connecting reinforcement is a net structure, and described connecting reinforcement is in two sides or three sides or four sides of described precast concrete partition wall component.

described hollow light partition board with side direction dowel; Single or the double or plum blossom of hollow section in the described precast concrete partition wall component is distributed in the described precast concrete partition wall component, and described hollow section be oval or the square or rhombus of circle.

Beneficial effect:

are the hollow light partition board with side direction dowel accomplished of the utility model 1., and integral prefabricated partition board has replaced on-the-spot masonry panel, makes the batch production of secondary masonry project, has improved labor productivity, and has accelerated construction speed.

2. the utility model replace allowable ratio of height to sectional thickness of masonry wall or column with partition board under the prerequisite that does not reduce intensity, can save materials, and weight reduction makes structure have more globality.

3. the utility model both sides are provided with reinforced mesh, have guaranteed the intensity of partition board, make precast concrete partition wall component good integrity, and mechanical property is good, and crack resistance is good.

4. the utility model one-shot forming, surfacing, the processing of need not plastering, this product insulation, heat insulation, soundproof effect good.

are the vertical muscle and the ring muscle of the utility model both sides setting when mounted 5., makes the ater-casting play the effect of sleeper, makes structure more safe and reliable.

6. simple, the construction quality of the construction technology of the utility model are easy to guarantee, improve the labor productivity of precast unit production and transport, improve the total quality of dwelling house, reduce cost, and cut down the consumption of energy.

Description of drawings:

accompanying drawing 1 is the structural representation of the double muscle of this product.

accompanying drawing 2 is horizontal sectional drawings of accompanying drawing 1.

accompanying drawing 3 is that accompanying drawing 1 is connected sketch map with other members.

accompanying drawing 4 is structural representations of the single muscle of this product.

accompanying drawing 5 is horizontal sectional drawings of accompanying drawing 1.

accompanying drawing 6 is that accompanying drawing 4 is connected sketch map with other members.

The specific embodiment:

Embodiment 1:

a kind of hollow light partition board with side direction dowel; Its composition comprises: inside has the precast concrete partition wall component 1 of hollow section 5; Described precast concrete partition wall component side is embedded with connecting reinforcement 2; Ring-type reinforcing bar 3 is placed in the connecting reinforcement top of two described precast concrete partition wall components, and extend through described connecting reinforcement in described ring-type reinforcing bar two ends forms the space, in described space, vertically inserts elongated reinforcing bar 4.

Embodiment 2:

embodiment 1 described hollow light partition board with side direction dowel; Described connecting reinforcement is evenly distributed on the side of described precast concrete partition wall component; Described connecting reinforcement is a net structure, and described connecting reinforcement is in two sides or three sides or four sides of described precast concrete partition wall component.

Embodiment 3:

embodiment 1 or 2 described hollow light partition boards with side direction dowel; Single or the double or plum blossom of hollow section in the described precast concrete partition wall component is distributed in the described precast concrete partition wall component, and described hollow section be oval or the square or rhombus of circle.

Embodiment 4:

The described hollow light partition board with side direction dowel of the foregoing description is embedded with the reinforcing bar in order to connect mutually in the described precast concrete partition wall component, described precast concrete partition wall internal placement hollow section.

described connecting reinforcement essence is the steel mesh reinforcement of plate body both sides or intermediate arrangement, and described reinforcing bar is evenly arranged.

described precast concrete partition wall component both sides, three sides or four sides are stretched out connecting reinforcement.

It is corresponding that described connecting reinforcement and other members stretch out reinforcing bar, and the ring-type reinforcing bar is placed in the reinforcing bar top of described correspondence, between the reinforcing bar of described correspondence and ring-type reinforcing bar, inserts vertical elongated reinforcing bar.

at described precast concrete partition wall component internal placement hollow section, and described hollow section is arranged by single, double or plum blossom.

described hollow section shape can be circle, ellipse, square or rhombus.

Embodiment 5:

The described hollow light partition board of the foregoing description with side direction dowel; Its composition comprises: the precast unit body; Be embedded with in the described member body in order to carry out reinforcing bar one to one connected horizontally mutually; It is embedded in the precast unit fully anchoring described reinforcing bar, above described reinforcing bar one to one, places the ring-type reinforcing bar, between the reinforcing bar of described correspondence and ring-type reinforcing bar, inserts vertical elongated reinforcing bar.In the middle of the described member hollow section is set, described hollow section is evenly arranged in member.

described hollow light partition board with side direction dowel; The ring-type reinforcing bar is placed in described reinforcing bar one to one top; Between the reinforcing bar of described correspondence and ring-type reinforcing bar, insert after vertical elongated reinforcing bar; Both sides install template before and after the junction, from the upper pouring concrete, after maintenance, two precast units are connected into integral body.

Embodiment 6:

The described hollow light partition board with side direction dowel of the foregoing description has the hollow light partition board of side direction dowel.Its composition comprises: precast concrete partition board body; Described precast concrete partition board body has both sides to carry out the side that horizontal direction connects and exposes reinforcing bar; Described precast concrete partition board body one side is exposed reinforcing bar and the member that is connected, and to expose reinforcing bar corresponding one by one; The described precast concrete partition board body interior hollow section of arranging, described precast concrete partition board is made up of reinforcing bar, concrete and hollow section.Described hollow light partition board with side direction dowel connects; The ring-type reinforcing bar is placed in the reinforcing bar top of described correspondence; Between the reinforcing bar of described correspondence and ring-type reinforcing bar, insert after vertical elongated reinforcing bar; Both sides install template before and after the junction, from the upper pouring concrete, after maintenance, two precast units are connected into integral body.

Claims (3)

1. hollow light partition board with side direction dowel; Its composition comprises: inside has the precast concrete partition wall component of hollow section; It is characterized in that: described precast concrete partition wall component side is embedded with connecting reinforcement; The ring-type reinforcing bar is placed in the connecting reinforcement top of two described precast concrete partition wall components, and extend through described connecting reinforcement in described ring-type reinforcing bar two ends forms the space, in described space, vertically inserts elongated reinforcing bar.
2. the hollow light partition board with side direction dowel according to claim 1; It is characterized in that: described connecting reinforcement is evenly distributed on the side of described precast concrete partition wall component; Described connecting reinforcement is a net structure, and described connecting reinforcement is in two sides or three sides or four sides of described precast concrete partition wall component.
3. the hollow light partition board with side direction dowel according to claim 1 and 2; It is characterized in that: single or the double or plum blossom of the hollow section in the described precast concrete partition wall component is distributed in the described precast concrete partition wall component, and described hollow section be oval or the square or rhombus of circle.
CN2012201002034U 2012-03-16 2012-03-16 Hollow lightweight partition board with lateral connecting ribs CN202519869U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012201002034U CN202519869U (en) 2012-03-16 2012-03-16 Hollow lightweight partition board with lateral connecting ribs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012201002034U CN202519869U (en) 2012-03-16 2012-03-16 Hollow lightweight partition board with lateral connecting ribs

Publications (1)

Publication Number Publication Date
CN202519869U true CN202519869U (en) 2012-11-07

Family

ID=47102824

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012201002034U CN202519869U (en) 2012-03-16 2012-03-16 Hollow lightweight partition board with lateral connecting ribs

Country Status (1)

Country Link
CN (1) CN202519869U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266698A (en) * 2013-04-15 2013-08-28 浙江海天建设集团有限公司 Connecting structure for composite partition and crossbeam
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN103758214A (en) * 2014-01-29 2014-04-30 初明进 Connection method of embedded-column-type prefabricated reinforced concrete members
CN103806593A (en) * 2014-03-11 2014-05-21 初明进 Precast concrete member
CN104264897A (en) * 2014-10-27 2015-01-07 沈阳建筑大学 Superposed beam and board with alternated teeth
CN104328846A (en) * 2014-10-30 2015-02-04 刘家文 Laminated board type shearing wall with exposure of fastened steel bars and connecting method
CN104358331A (en) * 2014-12-04 2015-02-18 黑龙江宇辉新型建筑材料有限公司 Laminated slab type shear wall steel bar pin joint connecting component and connecting method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266698A (en) * 2013-04-15 2013-08-28 浙江海天建设集团有限公司 Connecting structure for composite partition and crossbeam
CN103711238A (en) * 2013-12-28 2014-04-09 中国建筑第七工程局有限公司 Assembly-type concrete shear wall structure system buckled and anchored through ring ribs
CN103758214A (en) * 2014-01-29 2014-04-30 初明进 Connection method of embedded-column-type prefabricated reinforced concrete members
CN103758214B (en) * 2014-01-29 2016-03-09 初明进 The method of attachment of sleeper formula precast reinforced concrete structure
CN103806593A (en) * 2014-03-11 2014-05-21 初明进 Precast concrete member
CN103806593B (en) * 2014-03-11 2016-07-06 初明进 A kind of precast concrete
CN104264897A (en) * 2014-10-27 2015-01-07 沈阳建筑大学 Superposed beam and board with alternated teeth
CN104328846A (en) * 2014-10-30 2015-02-04 刘家文 Laminated board type shearing wall with exposure of fastened steel bars and connecting method
CN104328846B (en) * 2014-10-30 2017-12-05 刘家文 The exposed composite plate shear wall for fastening reinforcing bar and connection method
CN104358331A (en) * 2014-12-04 2015-02-18 黑龙江宇辉新型建筑材料有限公司 Laminated slab type shear wall steel bar pin joint connecting component and connecting method

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IW01 Full invalidation of patent right

Decision date of declaring invalidation: 20160401

Decision number of declaring invalidation: 28573

Granted publication date: 20121107