CN105804323B - Exempt from the construction method of assembling reinforcement - Google Patents
Exempt from the construction method of assembling reinforcement Download PDFInfo
- Publication number
- CN105804323B CN105804323B CN201610147073.2A CN201610147073A CN105804323B CN 105804323 B CN105804323 B CN 105804323B CN 201610147073 A CN201610147073 A CN 201610147073A CN 105804323 B CN105804323 B CN 105804323B
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- CN
- China
- Prior art keywords
- mesh
- cold rolling
- construction method
- reinforcement
- rebar piece
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of construction method for exempting from assembling reinforcement.The construction method uses Welded Mesh of Cold Rolling Rebar piece, and comprises the following steps：First, the Reinforcement Design figure of Welded Mesh of Cold Rolling Rebar piece is determined；Secondly, the processing of Welded Mesh of Cold Rolling Rebar piece is carried out；Finally, in-site installation is carried out to Welded Mesh of Cold Rolling Rebar piece.The Welded Mesh of Cold Rolling Rebar piece for exempting from the construction method of assembling reinforcement can be used directly at the construction field (site), it is relatively low to the requirement of live steel bar meter and installation requirement, quality easily ensures that speed of application is fast, solves the problems such as traditional binding-type floor takes work consuming, quality is difficult to ensure that.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of construction method for exempting from assembling reinforcement.
Background technology
At present, the construction technology that generally uses of conventional floors arrangement of reinforcement construction is after being stretched, cut off using steel-bar scene,
Working face is transported to again by the point-by-point carry out colligation of root.
The shortcomings that construction technology, is：Live man-hour consumption is big, and because operating personnel's level is uneven, leakage
Tie up, situations such as mistake is tied up and is used inferior materials and turned out substandard goods, is difficult to avoid that, quality is difficult to ensure that, simultaneously because the work period is grown, often results in the duration
The continuous accumulation delayed.
The information for being disclosed in the background section is merely intended to understanding of the increase to the general background of the present invention, without answering
It has been the prior art well known to persons skilled in the art when being considered as recognizing or implying the information structure in any form.
The content of the invention
It is an object of the invention to provide a kind of construction method for exempting from assembling reinforcement of simple and reasonable steps, and this exempts from colligation steel
The Welded Mesh of Cold Rolling Rebar piece of the construction method of muscle can be used directly at the construction field (site), to the requirement of live steel bar meter and pacify
Reload request is relatively low, and quality easily ensures, speed of application is fast, solves traditional binding-type floor and take work consuming, quality and be difficult to ensure that etc. to ask
Topic.
To achieve the above object, to be adopted according to the invention provides a kind of construction method for exempting from assembling reinforcement, the construction method
With Welded Mesh of Cold Rolling Rebar piece, and comprise the following steps：First, the Reinforcement Design of Welded Mesh of Cold Rolling Rebar piece is determined
Figure；Secondly, the processing of Welded Mesh of Cold Rolling Rebar piece is carried out；Finally, Welded Mesh of Cold Rolling Rebar piece is showed
Field installation.
Preferably, in above-mentioned technical proposal, Welded Mesh of Cold Rolling Rebar piece includes：Transverse steel, longitudinal reinforcement and weldering
Point.
Preferably, in above-mentioned technical proposal, longitudinal reinforcement and transverse steel difference spacing arrangement and at a right angle mutually, all
Crosspoint forms solder joint together by resistance spot welding.
Preferably, it is suitable according to the installation at scene before Welded Mesh of Cold Rolling Rebar piece in-site installation in above-mentioned technical proposal
Sequence, the production sequence of all size Welded Mesh of Cold Rolling Rebar piece and bundling of arranging in pairs or groups are determined, and do listed mark.
Compared with prior art, the present invention has the advantages that：This exempts from the cold rolling strap of the construction method of assembling reinforcement
Rib reinforcement welded net be can be used directly at the construction field (site), relatively low to the requirement of live steel bar meter and installation requirement, and quality is easily protected
Card, speed of application is fast, solves the problems such as traditional binding-type floor takes work consuming, quality is difficult to ensure that.
Brief description of the drawings
Fig. 1 is the Welded Mesh of Cold Rolling Rebar chip architecture schematic diagram of the construction method for exempting from assembling reinforcement of the present invention.
Embodiment
Below in conjunction with the accompanying drawings, the embodiment of the present invention is described in detail, it is to be understood that the guarantor of the present invention
Shield scope is not limited by embodiment.
Explicitly indicated that unless otherwise other, otherwise in entire disclosure and claims, term " comprising " or its change
Change such as "comprising" or " including " etc. and will be understood to comprise stated element or part, and do not exclude other members
Part or other parts.
Welded Mesh of Cold Rolling Rebar piece is used according to the construction method for exempting from assembling reinforcement of the specific embodiment of the invention
(BRC), it is applied to the floor bar construction of multilayer, high level, Super High reinforced concrete structure.
As shown in figure 1, Welded Mesh of Cold Rolling Rebar piece includes：Transverse steel 1, longitudinal reinforcement 2 and solder joint 3.Cold rolling strap
Identical or different-diameter transverse steel 1 and longitudinal reinforcement 2 are welded netted by rib reinforcement welded net for welding machine of mesh
Reinforcing bar product, longitudinal reinforcement and transverse steel are arranged and at a right angle mutually with a determining deviation respectively, and whole crosspoints are by resistance
Formation solder joint 3 spot-welded together, production process is automatically controlled by a computer.
The specific steps for exempting from the construction method of assembling reinforcement include：
Before construction, first, the Reinforcement Design figure of Welded Mesh of Cold Rolling Rebar piece is determined；
The transfer design of steel bar welding deeping is carried out to original structure floor arrangement of reinforcement, the transfer design must be wanted according to design
Ask, with reference to conditions such as production and processing, transport, lifting, environment, determine specification, the size and number of reinforced mesh, form bar-mat reinforcement
Piece arrangement of reinforcement Deepen Design figure, it can be processed after structure design teacher confirms.Reinforced mesh uses standard specification as far as possible, so as to
Produced in batch machining.
Secondly, the processing of Welded Mesh of Cold Rolling Rebar piece is carried out；
According to the drawing through examination ＆ approval, using welding machine of mesh full-automation, intelligent machining reinforced mesh, by the He of transverse steel 1
Longitudinal reinforcement 2 is welded, and transverse and longitudinal reinforcing bar is respectively to design spacing arrangement and mutually at a right angle, and whole crosspoints are by resistance electricity
It is welded together, solder joint 3 is formed, is finally completed the processing of steel mesh reinforcement product.
Finally, in-site installation is carried out to Welded Mesh of Cold Rolling Rebar piece.
Before in-site installation, according to the erection sequence at scene, determine the production sequence of all size reinforced mesh and arrange in pairs or groups to beat
Bundle, and does listed mark, indicates engineering name, is numbered using position, index drawing number, mesh sheet, size of netting and profile etc., often
1.5t is not to be exceeded in bundle weight.
During in-site installation, pass through numbering dated during processing, position, reinforced mesh is installed, reinforced mesh is taken
Spreading degree is no less than 25d and is not less than 25Omm, is tied in lap-joint with iron wire, to ensure the reinforced mesh of lap-joint mixed
Coagulating will not unclamp in native casting process.The reinforced mesh anchored in beam must be inserted to both ends, if reinforced mesh longitudinal reinforcement is straight
Footpath is smaller, first being bent upwards in the middle part of reinforced mesh, both ends is successively inserted in beam, then paves reinforced mesh.If reinforcing bar
Mesh sheet can not be bent, and 1-2 root transverse steels can be reduced in one end of reinforced mesh, first be inserted the end and then move back the slotting other end, use
Binding method refill reduction transverse steel.In a word, the present invention has simple in construction, and speed of application is fast, can increase substantially
Reinforcement installation quality, construction cost is reduced, is saved labor.It can promote the use of.
To sum up, the Welded Mesh of Cold Rolling Rebar piece of the construction method for exempting from assembling reinforcement can directly make at the construction field (site)
With relatively low to the requirement of live steel bar meter and installation requirement, quality easily ensures, speed of application is fast, solves traditional binding-type floor
The problems such as time-consuming work consuming, quality are difficult to ensure that.
The description of the foregoing specific illustrative embodiment to the present invention is to illustrate and the purpose of illustration.These descriptions
It is not wishing to limit the invention to disclosed precise forms, and it will be apparent that according to above-mentioned teaching, can be much changed
And change.The purpose of selecting and describing the exemplary embodiment is that explain that the certain principles of the present invention and its reality should
With so that those skilled in the art can realize and utilize the present invention a variety of exemplaries and
Various chooses and changes.The scope of the present invention is intended to be limited by claims and its equivalents.
Claims (4)
- A kind of 1. construction method for exempting from assembling reinforcement, it is characterised in that the construction method uses Welded Mesh of Cold Rolling Rebar piece, And comprise the following steps：First, the Reinforcement Design figure of Welded Mesh of Cold Rolling Rebar piece is determined；Secondly, the processing of Welded Mesh of Cold Rolling Rebar piece is carried out；Finally, in-site installation is carried out to Welded Mesh of Cold Rolling Rebar piece；Reinforced mesh is tied in lap-joint with iron wire；To both ends The reinforced mesh of anchoring in palpus insertion beam, if the diameter of reinforced mesh longitudinal reinforcement is smaller, is first bent up reinforced mesh middle part Song, both ends is successively inserted in beam, then pave reinforced mesh；If reinforced mesh can not be bent, first the one of reinforced mesh 1-2 root transverse steels are reduced at end, first insert and the end and then move back the slotting other end, with binding method refill reduction transverse steel.
- 2. the construction method according to claim 1 for exempting from assembling reinforcement, it is characterised in that the cold rolled reinforcing steel bar with ribs welding Mesh sheet includes：Transverse steel, longitudinal reinforcement and solder joint.
- 3. the construction method according to claim 2 for exempting from assembling reinforcement, it is characterised in that the longitudinal reinforcement and horizontal steel Muscle difference spacing arrangement and at a right angle mutually, whole crosspoints form solder joint together by resistance spot welding.
- 4. the construction method according to claim 1 for exempting from assembling reinforcement, it is characterised in that the cold rolled reinforcing steel bar with ribs welding Before mesh sheet in-site installation, according to the erection sequence at scene, the production sequence of all size Welded Mesh of Cold Rolling Rebar piece is determined And bundling of arranging in pairs or groups, and do listed mark.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610147073.2A CN105804323B (en) | 2016-03-15 | 2016-03-15 | Exempt from the construction method of assembling reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610147073.2A CN105804323B (en) | 2016-03-15 | 2016-03-15 | Exempt from the construction method of assembling reinforcement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105804323A CN105804323A (en) | 2016-07-27 |
| CN105804323B true CN105804323B (en) | 2017-12-12 |
Family
ID=56468415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610147073.2A Active CN105804323B (en) | 2016-03-15 | 2016-03-15 | Exempt from the construction method of assembling reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804323B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625295A (en) * | 2018-06-25 | 2018-10-09 | 成都市市政工程（集团）有限责任公司 | Welded steel fabric deck paving method |
| CN111530922A (en) * | 2020-04-09 | 2020-08-14 | 鞍钢建设集团有限公司 | Metal truss for wall assembly plate |
| CN112392188B (en) * | 2020-11-25 | 2024-06-18 | 浙江中天建筑产业化有限公司 | Construction steel bar welding net piece subassembly and floor structure |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2143361B1 (en) * | 1997-02-27 | 2000-12-01 | Odriozola Miguel Maria Imaz | PREFABRICATED MESH FOR SLABS. |
| CN201221155Y (en) * | 2008-06-05 | 2009-04-15 | 杨跃军 | Steel bar welding net with rib for building |
| CN201296996Y (en) * | 2008-11-03 | 2009-08-26 | 北京邢钢焊网科技发展有限责任公司 | Welded steel fabric used in concrete prefabricated components |
| CN201358549Y (en) * | 2009-03-13 | 2009-12-09 | 李树堂 | Steel bar welded mesh |
| CN202324352U (en) * | 2011-11-11 | 2012-07-11 | 江阴市华金交通建材有限公司 | Stainless steel welding net |
| CN204081269U (en) * | 2014-09-18 | 2015-01-07 | 广东南海国际建筑设计有限公司 | A kind of Welded Mesh of Cold Rolling Rebar structure |
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2016
- 2016-03-15 CN CN201610147073.2A patent/CN105804323B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105804323A (en) | 2016-07-27 |
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