CN104018622A - Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall - Google Patents

Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall Download PDF

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Publication number
CN104018622A
CN104018622A CN201410248953.XA CN201410248953A CN104018622A CN 104018622 A CN104018622 A CN 104018622A CN 201410248953 A CN201410248953 A CN 201410248953A CN 104018622 A CN104018622 A CN 104018622A
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China
Prior art keywords
steel mesh
mesh reinforcement
shear wall
reinforcement mesh
reinforcement
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Pending
Application number
CN201410248953.XA
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Chinese (zh)
Inventor
王睿敏
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Wang Ruimin
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Individual
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Priority to CN201410248953.XA priority Critical patent/CN104018622A/en
Publication of CN104018622A publication Critical patent/CN104018622A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a reinforcement mesh easy to automatically produce for a shear wall, a production method of the reinforcement mesh and the formed shear wall. The reinforcement mesh comprises more than two reinforcement mesh sheet layers, wherein every two adjacent reinforcement mesh sheet layers are connected through connecting bars; each reinforcement mesh sheet layer comprises a plurality of vertical reinforcements which are arrayed in parallel and a plurality of transverse reinforcements which are arrayed in parallel; sleeves with internal threads are arranged at both ends of the vertical reinforcements and the transverse reinforcements. The production method of the reinforcement mesh for the shear wall comprises the following steps: weaving the reinforcement mesh by using a reinforcement mesh weaving machine; connecting the sleeves to both ends of the reinforcements of the reinforcement mesh to form each reinforcement mesh sheet layer; welding the connecting bars with the two reinforcement mesh sheet layers. The shear wall comprises the reinforcement mesh for the shear wall, and the vertical reinforcements and the transverse reinforcements do not extrude out of a wallboard of the shear wall.

Description

Be easy to the shear wall steel mesh reinforcement of automated production and the shear wall of production method and formation
Technical field
The present invention relates to building unit technical field, be specifically related to a kind of shear wall steel mesh reinforcement of automated production and shear wall of production method and formation of being easy to.
Background technology
The steel mesh reinforcement of existing shear wall slab is considered the connection of shear wall slab, steel mesh reinforcement is generally the surface that protrudes from shear wall slab, in template, need the reserved muscle hole of wearing, the easy spillage of concreting, cause making production line scene dirty, disorderly poor, template construct difficulty is large in addition, and cost of manufacture is high, versatility is poor, and production line automation degree is low.
Summary of the invention
One of the object of the invention is to provide a kind of shear wall steel mesh reinforcement that is easy to automated production, and by steel mesh reinforcement surrounding branch sleeve, steel mesh reinforcement is easy to automated production, and facilitates the connection between adjacent shear wall slab.
To achieve these goals, the present invention adopts following scheme:
A kind of shear wall steel mesh reinforcement that is easy to automated production, comprise two-layer above steel mesh reinforcement lamella, between adjacent two layers steel mesh reinforcement lamella, connect by dowel, steel mesh reinforcement lamella comprises many perpendicular reinforcing bars that are arranged in parallel and many cross reinforcements that are arranged in parallel, and perpendicular reinforcing bar and cross reinforcement two ends are all provided with is with female sleeve.
Above-mentioned shear wall is with in steel mesh reinforcement, and sleeve and perpendicular reinforcing bar and sleeve and cross reinforcement all connect as one by extruding or welding manner.
Above-mentioned shear wall is with in steel mesh reinforcement, and dowel is continuous wavy shaped configuration, and the crest of dowel is connected respectively adjacent two layers steel mesh reinforcement lamella with trough.
Two of the object of the invention is to provide a kind of production method of described shear wall steel mesh reinforcement.
To achieve these goals, the present invention adopts following scheme:
The production method of steel mesh reinforcement for described shear wall, comprises the following steps:
1) utilize steel mesh reinforcement braider braiding steel mesh reinforcement;
2) according to steel mesh reinforcement lamella size, steel mesh reinforcement is cut off;
3), at the reinforcing bar two ends of steel mesh reinforcement, adopt extruding or welding manner branch sleeve to form steel mesh reinforcement lamella;
4) dowel and the welding of two-layer steel mesh reinforcement lamella are formed to shear wall steel mesh reinforcement.
Three of the object of the invention is by a kind of shear wall, and production line can automated production, and production efficiency is high, and production environment is good.
A kind of shear wall, comprises described shear wall steel mesh reinforcement, and perpendicular reinforcing bar and cross reinforcement all do not protrude from shear wall wallboard.
Beneficial effect of the present invention:
Owing to adopting said structure, can facilitate the connection between adjacent shear wall slab with the sleeve of internal thread; And sleeve the cut-out end scratch constructor that can prevent steel mesh reinforcement is set; Overall structure is simple, is easy to automated production; By steel mesh reinforcement surrounding branch sleeve, steel mesh reinforcement does not protrude from the surface of shear wall slab, makes shear wall, can automated production, and production efficiency is high, and production environment is good.
Brief description of the drawings
Fig. 1 is schematic perspective view of the present invention.
Fig. 2 is that master of the present invention looks schematic diagram.
Fig. 3 is schematic side view of the present invention, has omitted sleeve in figure.
Fig. 4 is schematic top plan view of the present invention, has omitted sleeve in figure.
In figure 1, sleeve, 2, perpendicular reinforcing bar, 3, cross reinforcement, 4, the first steel mesh reinforcement lamella, 5, dowel, 6, the second steel mesh reinforcement lamella.
Detailed description of the invention
Better understand the present invention for the ease of those skilled in the art, below in conjunction with the drawings and specific embodiments, the present invention is described in further details, following is only the exemplary protection scope of the present invention that do not limit.
With reference to accompanying drawing 1, Fig. 2, Fig. 3, Fig. 4, a kind of shear wall steel mesh reinforcement that is easy to automated production, comprise the first steel mesh reinforcement lamella 4 and the second steel mesh reinforcement lamella 6, between the first steel mesh reinforcement lamella 4 and the second steel mesh reinforcement lamella 6, connect by dowel 5, the first steel mesh reinforcement lamella 4 and the second steel mesh reinforcement lamella 6 include many perpendicular reinforcing bars 2 that are arranged in parallel and many cross reinforcements that are arranged in parallel 3, and perpendicular reinforcing bar 2 and cross reinforcement 3 two ends are all provided with is with female sleeve 1.
Above-mentioned shear wall is with in steel mesh reinforcement, and sleeve and perpendicular reinforcing bar and sleeve and cross reinforcement all connect as one by extruding or welding manner.
Above-mentioned shear wall is with in steel mesh reinforcement, and dowel 5 is continuous wavy shaped configuration, and the crest of dowel 5 is connected respectively the first steel mesh reinforcement lamella 4 and the second steel mesh reinforcement lamella 6 with trough.
The production method of steel mesh reinforcement for described shear wall, comprises the following steps:
1) utilize steel mesh reinforcement braider braiding steel mesh reinforcement;
2) according to steel mesh reinforcement lamella size, steel mesh reinforcement is cut off;
3) on steel mesh reinforcement, adopt extruding or welding manner branch sleeve to form steel mesh reinforcement lamella;
4) dowel and the welding of two-layer steel mesh reinforcement lamella are formed to shear wall steel mesh reinforcement.
A kind of shear wall, comprises described shear wall steel mesh reinforcement, and perpendicular reinforcing bar and cross reinforcement all do not protrude from shear wall wallboard.
Below only described general principle of the present invention and preferred embodiment, those skilled in the art can make many changes and improvements according to foregoing description, and these changes and improvements should belong to protection scope of the present invention.

Claims (5)

1. one kind is easy to the shear wall steel mesh reinforcement of automated production, it is characterized in that: comprise two-layer above steel mesh reinforcement lamella, between adjacent two layers steel mesh reinforcement lamella, connect by dowel, steel mesh reinforcement lamella comprises many perpendicular reinforcing bars that are arranged in parallel and many cross reinforcements that are arranged in parallel, and perpendicular reinforcing bar and cross reinforcement two ends are all provided with is with female sleeve.
2. shear wall steel mesh reinforcement according to claim 1, is characterized in that: sleeve and perpendicular reinforcing bar and sleeve and cross reinforcement all connect as one by extruding or welding manner.
3. shear wall steel mesh reinforcement according to claim 1 and 2, is characterized in that: dowel is continuous wavy shaped configuration, and the crest of dowel is connected respectively adjacent two layers steel mesh reinforcement lamella with trough.
4. a production method for shear wall use steel mesh reinforcement described in claim 1, is characterized in that comprising the following steps:
Utilize steel mesh reinforcement braider braiding steel mesh reinforcement;
According to steel mesh reinforcement lamella size, steel mesh reinforcement is cut off;
At steel mesh reinforcement steel bar end, adopt extruding or welding manner branch sleeve to form steel mesh reinforcement lamella;
Dowel and the welding of two-layer steel mesh reinforcement lamella are formed to shear wall steel mesh reinforcement.
5. a shear wall, is characterized in that: comprise the shear wall steel mesh reinforcement described in claim 1 or 2, and perpendicular reinforcing bar and cross reinforcement all do not protrude from shear wall wallboard.
CN201410248953.XA 2014-06-07 2014-06-07 Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall Pending CN104018622A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410248953.XA CN104018622A (en) 2014-06-07 2014-06-07 Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410248953.XA CN104018622A (en) 2014-06-07 2014-06-07 Reinforcement mesh easy to automatically produce for shear wall, production method of reinforcement mesh and formed shear wall

Publications (1)

Publication Number Publication Date
CN104018622A true CN104018622A (en) 2014-09-03

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064544A (en) * 2015-08-08 2015-11-18 广州市设计院 Shear wall with continuous zigzag tie bar structure
CN106592818A (en) * 2016-10-31 2017-04-26 史世英 Prefabricated shear wall and making method thereof
CN108301556A (en) * 2018-04-18 2018-07-20 佛山建装建筑科技有限公司 A kind of heat preservation assembled wallboard and preparation method thereof with decorative layer
CN108385861A (en) * 2018-04-18 2018-08-10 佛山建装建筑科技有限公司 A kind of prefabricated thermal insulation combined wall board and its manufacturing method
CN108396905A (en) * 2018-04-18 2018-08-14 佛山建装建筑科技有限公司 A kind of insulated compound trabs and its manufacturing method of prefabricated band ceramic tile layer
CN108412520A (en) * 2018-05-16 2018-08-17 中国矿业大学 A kind of tear-proof easily couples high rigidity bar-mat reinforcement
CN109779066A (en) * 2019-03-22 2019-05-21 周瑜 A kind of building aseismicity structure
CN111139985A (en) * 2020-01-18 2020-05-12 高慧静 Prefabricated combination stair part of assembled

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0771090A (en) * 1993-06-25 1995-03-14 Sumikura Kozai Kk Reinforcing bar arrangement structure of concrete slab
CN101451381A (en) * 2008-12-19 2009-06-10 北京工业大学 Recycled concrete shear wall with cross reinforcement conversion layer
CN201687125U (en) * 2010-06-04 2010-12-29 北京万科企业有限公司 Precast concrete wallboard
CN103821281A (en) * 2014-03-04 2014-05-28 王睿敏 Steel bar connecting body for prefabricated reinforced concrete structure as well as manufacturing method and construction method of steel bar connecting body
CN203924492U (en) * 2014-06-07 2014-11-05 王睿敏 Be easy to the shear wall steel mesh reinforcement of automated production and the shear wall of formation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0771090A (en) * 1993-06-25 1995-03-14 Sumikura Kozai Kk Reinforcing bar arrangement structure of concrete slab
CN101451381A (en) * 2008-12-19 2009-06-10 北京工业大学 Recycled concrete shear wall with cross reinforcement conversion layer
CN201687125U (en) * 2010-06-04 2010-12-29 北京万科企业有限公司 Precast concrete wallboard
CN103821281A (en) * 2014-03-04 2014-05-28 王睿敏 Steel bar connecting body for prefabricated reinforced concrete structure as well as manufacturing method and construction method of steel bar connecting body
CN203924492U (en) * 2014-06-07 2014-11-05 王睿敏 Be easy to the shear wall steel mesh reinforcement of automated production and the shear wall of formation

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064544A (en) * 2015-08-08 2015-11-18 广州市设计院 Shear wall with continuous zigzag tie bar structure
CN106592818A (en) * 2016-10-31 2017-04-26 史世英 Prefabricated shear wall and making method thereof
CN108301556A (en) * 2018-04-18 2018-07-20 佛山建装建筑科技有限公司 A kind of heat preservation assembled wallboard and preparation method thereof with decorative layer
CN108385861A (en) * 2018-04-18 2018-08-10 佛山建装建筑科技有限公司 A kind of prefabricated thermal insulation combined wall board and its manufacturing method
CN108396905A (en) * 2018-04-18 2018-08-14 佛山建装建筑科技有限公司 A kind of insulated compound trabs and its manufacturing method of prefabricated band ceramic tile layer
CN108412520A (en) * 2018-05-16 2018-08-17 中国矿业大学 A kind of tear-proof easily couples high rigidity bar-mat reinforcement
CN108412520B (en) * 2018-05-16 2024-03-26 中国矿业大学 Tearing-resistant easy-to-connect high-rigidity reinforcing steel bar mesh
CN109779066A (en) * 2019-03-22 2019-05-21 周瑜 A kind of building aseismicity structure
CN111139985A (en) * 2020-01-18 2020-05-12 高慧静 Prefabricated combination stair part of assembled

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Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103

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Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103

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Application publication date: 20140903