CN109158508A - A kind of processing method of arch steel - Google Patents
A kind of processing method of arch steel Download PDFInfo
- Publication number
- CN109158508A CN109158508A CN201811040574.6A CN201811040574A CN109158508A CN 109158508 A CN109158508 A CN 109158508A CN 201811040574 A CN201811040574 A CN 201811040574A CN 109158508 A CN109158508 A CN 109158508A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- template
- skeleton
- bar
- reinforcing
- 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.)
- Pending
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F1/00—Bending wire other than coiling; Straightening wire
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of processing methods of arch steel, comprising the following steps: Step 1: drawing the length and angle of reinforcing bar in every skeleton reinforcing steel bar according to drawing；Step 2: field lofting, depicting skeleton pattern；Step 3: control template scene processes skeleton reinforcing steel bar；Step 4: remaining reinforcing bar can be replicated according to template and be constructed after the completion of template.The present invention can shift to an earlier date setting-out according to the reinforcing bar of different size, and unified processing, bending production template can effectively guarantee building engineering construction construction quality, increase economic efficiency, shorten the construction period, and can improve construction quality.
Description
Technical field
The present invention relates to building field, especially a kind of processing method of arch steel.
Background technique
The structure design of arc concrete is sufficiently complex, and the moulding of especially curve is more, the narrow, long length with width
The characteristics of, the straightness at yin-yang angle and round and smooth degree are not easy to control, how to ensure in construction the structure curved surface of concrete it is smooth and
Apparent quality just becomes difficulty of construction.
Summary of the invention
In place of making up the deficiencies in the prior art, providing one kind can be according to the reinforcing bar of different size
Setting-out in advance, unified processing, bending production template, can effectively guarantee building engineering construction construction quality, increase economic efficiency,
Shorten the construction period, and the processing method that the arch steel of construction quality can be improved.
The purpose of the present invention is what is realized by following technological means:
A kind of processing method of arch steel, it is characterised in that: the following steps are included:
Step 1: calculating the length and angle of reinforcing bar in every skeleton reinforcing steel bar according to drawing；It is controlled with calculated radian
The processing of each section of reinforcing bar main reinforcement；
Step 2: field lofting, depicting skeleton pattern, can be positioned in processing district using concrete surface snap the line；
Step 3: control template scene processes skeleton reinforcing steel bar and completes to weld；
Step 4: remaining reinforcing bar can be replicated according to template and be made after the completion of template.
Moreover, carrying out the binding of box beam reinforcing bar after being fully completed all skeleton reinforcing steel bars by step 4.
The advantages and positive effects of the present invention are:
The present invention is a kind of processing method of arch steel, setting-out, production, welding and binding including arch steel.It is logical
It crosses CAD diagram paper to shift to an earlier date the length of setting-out main reinforcement and radian and every skeleton reinforcing steel bar is numbered, utilizes bending machine for reinforcing steel bars pair
Its row curved arc is welded guaranteeing that requirement of the fusion length not less than 5d is protected using two, after skeleton template completes
Other skeleton reinforcing steel bars of constructing are superimposed according to its size.
The present invention has reached following advantageous effect by using above-mentioned processing method:
1, the configuration of the present invention is simple, convenient for operation, safely and effectively, substantially reduce the time of steel bar meter, improve work
Make efficiency.
2, the present invention can mark out the size of every reinforcing bar according to the requirement of required screwing steel bars, in advance setting-out, carry out
Curved arc is accurately positioned, is more convenient for controlling.
3, the present invention is constructed using novel bender, and arch steel continuity is good, construction site use of being more convenient for.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention；
Fig. 2 is each node full-size drawing of the present invention.
Specific embodiment
With reference to the accompanying drawing in detail narration the embodiment of the present invention, it should be noted that the present embodiment be it is narrative, no
It is restrictive, this does not limit the scope of protection of the present invention.
A kind of processing method of arch steel, comprising the following steps:
Step 1: calculating the length and angle of reinforcing bar in every skeleton reinforcing steel bar according to drawing；It is controlled with calculated radian
The processing of each section of reinforcing bar main reinforcement；
Step 2: field lofting, depicting skeleton pattern, can be positioned in processing district using concrete surface snap the line；
Step 3: control template scene processes skeleton reinforcing steel bar and completes to weld；
Step 4: remaining reinforcing bar can be replicated according to template and be made after the completion of template；
After skeleton reinforcing steel bar is fully completed, the binding of box beam reinforcing bar is carried out.
A specific embodiment is enumerated below in conjunction with attached drawing above-mentioned processing method is described in detail:
A kind of processing method of arch steel, as depicted in figs. 1 and 2, including baseplate reinforcing bar 2, web reinforcement 3,4 and top plate
Reinforcing bar 1.Baseplate reinforcing bar is first constructed, and setting-out goes out curved arc, then processes web reinforcement, and control weld length is taken with baseplate reinforcing bar
Weldering is connect, the length and bending angle of different size web reinforcement, last welding top plate reinforcing bar need to be calculated in advance.When above-mentioned welding
After the completion, that is, the welding for completing one group of reinforcing bar, repeats the above steps, and the welding of remaining all reinforcing bars can be completed.
Claims (2)
1. a kind of processing method of arch steel, it is characterised in that: the following steps are included:
Step 1: calculating the length and angle of reinforcing bar in every skeleton reinforcing steel bar according to drawing；Each section is controlled with calculated radian
The processing of reinforcing bar main reinforcement；
Step 2: field lofting, depicting skeleton pattern, can be positioned in processing district using concrete surface snap the line；
Step 3: control template scene processes skeleton reinforcing steel bar and completes to weld；
Step 4: remaining reinforcing bar can be replicated according to template and be made after the completion of template.
2. a kind of processing method of arch steel according to claim 1, it is characterised in that: press step 4 for all skeletons
After reinforcing bar is fully completed, the binding of box beam reinforcing bar is carried out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811040574.6A CN109158508A (en) | 2018-09-07 | 2018-09-07 | A kind of processing method of arch steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811040574.6A CN109158508A (en) | 2018-09-07 | 2018-09-07 | A kind of processing method of arch steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109158508A true CN109158508A (en) | 2019-01-08 |
Family
ID=64894501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811040574.6A Pending CN109158508A (en) | 2018-09-07 | 2018-09-07 | A kind of processing method of arch steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109158508A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110552510A (en) * | 2019-09-12 | 2019-12-10 | 中建八局装饰工程有限公司 | construction method of assembled curved surface suspended ceiling |
| CN112547972A (en) * | 2020-11-13 | 2021-03-26 | 上海宝冶集团有限公司 | Method for processing and manufacturing concrete member arc-shaped steel bar |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101691787A (en) * | 2009-09-22 | 2010-04-07 | 中铁十二局集团建筑安装工程有限公司 | Converse construction process for middle-high steel structure building |
| CN104841999A (en) * | 2015-04-30 | 2015-08-19 | 浙江精工钢结构集团有限公司 | Method for manually cutting irregular plate tube penetration hole of arc circular tube |
| CN107220462A (en) * | 2017-06-27 | 2017-09-29 | 中建局集团建设发展有限公司 | The production method and system of a kind of parametrization reinforcing bar applied to prefabricated components |
-
2018
- 2018-09-07 CN CN201811040574.6A patent/CN109158508A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101691787A (en) * | 2009-09-22 | 2010-04-07 | 中铁十二局集团建筑安装工程有限公司 | Converse construction process for middle-high steel structure building |
| CN104841999A (en) * | 2015-04-30 | 2015-08-19 | 浙江精工钢结构集团有限公司 | Method for manually cutting irregular plate tube penetration hole of arc circular tube |
| CN107220462A (en) * | 2017-06-27 | 2017-09-29 | 中建局集团建设发展有限公司 | The production method and system of a kind of parametrization reinforcing bar applied to prefabricated components |
Non-Patent Citations (2)
| Title |
|---|
| 武汉水利电力学院水利施工及建筑材料教研室: "《钢筋工》", 31 October 1974, 水利电力出版社 * |
| 罗银燕等: "《砌筑工》", 31 January 2017, 中国建材工业出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110552510A (en) * | 2019-09-12 | 2019-12-10 | 中建八局装饰工程有限公司 | construction method of assembled curved surface suspended ceiling |
| CN112547972A (en) * | 2020-11-13 | 2021-03-26 | 上海宝冶集团有限公司 | Method for processing and manufacturing concrete member arc-shaped steel bar |
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Legal Events
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190108 |