CN109322441A - The binding method of fashioned iron column tie-bar - Google Patents
The binding method of fashioned iron column tie-bar Download PDFInfo
- Publication number
- CN109322441A CN109322441A CN201710636304.0A CN201710636304A CN109322441A CN 109322441 A CN109322441 A CN 109322441A CN 201710636304 A CN201710636304 A CN 201710636304A CN 109322441 A CN109322441 A CN 109322441A
- Authority
- CN
- China
- Prior art keywords
- stirrup
- steel column
- bar
- steel
- fashioned iron
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
Abstract
The present invention relates to a kind of binding method of fashioned iron column tie-bar, step 1: carrying out the pre- suit of stirrup to steel column in processing site, be arranged half stirrup on the first steel column top that need to be lifted, the other half stirrup covers on the second steel column top for stretching out concrete plate surface；Two: the first steel column of lifting；Three: two steel columns are welded；Four: connecting vertical reinforcement in the outside of two steel columns, stirrup；Five: stirrup is arranged apart；Six: a position limiting clamp is set on symmetrical two faces of two steel columns respectively, and position limiting clamp includes a root long reinforcing bar and several bar dowels being welded on long reinforcing bar；Seven: stirrup is whole toward transferring, a stirrup is clamped between every two bar dowels, stirrup starts to be bound with tied silk after transferring to absolute altitude；Eight: step 7 is repeated after binding is good, until all stirrups are all bound completion.The present invention gathers materials on the spot, easy to process, meets the requirement of green construction；It improves fashioned iron column tie-bar and binds quality, stirrup binds efficiency.
Description
Technical field
The present invention relates to a kind of stirrup binding methods, the specifically binding method of fashioned iron column tie-bar.
Background technique
Live steel column is the lifting of two sections one, so whole height is higher, if using conventional concrete structure
Stirrup installation method is come constructed (lifting fashioned iron → welding → vertical reinforcement connection → suit stirrup → binding), stirrup set
There are certain difficulty for dress, in addition worker is easy to ignore the quality problems of binding when pursuit progress simply, so leading
The spacing of stirrup is caused to hardly result in guarantee.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of binding method of fashioned iron column tie-bar is provided, improves steel column
The quality and binding efficiency of stirrup binding.
In order to solve the above-mentioned technical problem, the present invention is implemented as follows:
A kind of binding method of fashioned iron column tie-bar, which is characterized in that it includes the following steps:
Step 1: carrying out the pre- suit of stirrup in processing site to steel column, and the first steel column top lifted is being needed to be arranged
Half stirrup, the other half stirrup cover on the second steel column top for stretching out concrete plate surface；
Step 2: lifting has packaged the first steel column of stirrup；
Step 3: the first steel column for packaging stirrup is lifted into the second steel column top and is welded；
Step 4: vertical reinforcing bar is connected in the outside of the first steel column and the second steel column, stirrup；
Step 5: stirrup is arranged apart；
Step 6: a position limiting clamp, the position limiting clamp are set on symmetrical two faces of the first steel column and the second steel column respectively
Including a root long reinforcing bar and several bar dowels being welded on long reinforcing bar；
Step 7: stirrup is whole toward transferring, a stirrup is clamped between every two bar dowels, stirrup starts after transferring to absolute altitude
It is bound with tied silk；
Step 8: step 7 is repeated after binding is good, until all stirrups are all bound completion.
The beneficial effects of the present invention are: this method is by a root long reinforcing bar and several reinforcement weldings, materials are simple, production side
Just, cost is relatively low.The position limiting clamp being equidistantly welded by bar dowel, to fix the spacing of stirrup, after fixing spacing,
It is whole to be promoted, then bind.Can be once-forming with multiple stirrups, reduce binding stirrup the time it takes.Overcome fashioned iron
Column tie-bar binds the non-uniform defect of spacing, it is ensured that steel column stirrup spacing meets the requirements, while improving construction efficiency, protects
Demonstrate,proving steel column can be by the completion construction task of matter according to quantity.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is the structural schematic diagram of position limiting clamp.
Fig. 2 is the structural schematic diagram of pre- set stirrup.
Fig. 3 is the structural schematic diagram after integrally transferring in step 7.
Specific embodiment
As shown in Figure 2: a kind of binding method of fashioned iron column tie-bar, it includes the following steps:
Step 1: carrying out the pre- suit of stirrup 4 in processing site to steel column 3, covers on the first steel column top for needing to lift
If half stirrup, the other half stirrup covers on the second steel column top for stretching out concrete plate surface；
Step 2: lifting has packaged the first steel column of stirrup；
Step 3: the first steel column for packaging stirrup is lifted into the second steel column top and is welded；
Step 4: vertical reinforcing bar 5 is connected in the outside of the first steel column and the second steel column, stirrup；
Step 5: stirrup is arranged apart；
Step 6 as shown in Figure 1:: a limit is set on symmetrical two faces of the first steel column and the second steel column respectively
Folder, which includes a root long reinforcing bar 1 and several bar dowels 2 being welded on long reinforcing bar；
It is as shown in Figure 3: step 7: stirrup is whole toward decentralization, first by a portion stirrup toward decentralization, every two bar dowels it
Between clamp a stirrup, start to be bound with tied silk after stirrup is transferred to absolute altitude；
Step 8: step 7 is repeated after binding is good, then by a part of stirrup toward decentralization, until all stirrups are all bound completion.
Claims (1)
1. a kind of binding method of fashioned iron column tie-bar, which is characterized in that it includes the following steps:
Step 1: carrying out the pre- suit of stirrup in processing site to steel column, and the first steel column top lifted is being needed to be arranged
Half stirrup, the other half stirrup cover on the second steel column top for stretching out concrete plate surface；
Step 2: lifting has packaged the first steel column of stirrup；
Step 3: the first steel column for packaging stirrup is lifted into the second steel column top and is welded；
Step 4: vertical reinforcing bar is connected in the outside of the first steel column and the second steel column, stirrup；
Step 5: stirrup is arranged apart；
Step 6: a position limiting clamp, the position limiting clamp are set on symmetrical two faces of the first steel column and the second steel column respectively
Including a root long reinforcing bar and several bar dowels being welded on long reinforcing bar；
Step 7: stirrup is whole toward transferring, a stirrup is clamped between every two bar dowels, stirrup starts after transferring to absolute altitude
It is bound with tied silk；
Step 8: step 7 is repeated after binding is good, until all stirrups are all bound completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710636304.0A CN109322441A (en) | 2017-07-31 | 2017-07-31 | The binding method of fashioned iron column tie-bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710636304.0A CN109322441A (en) | 2017-07-31 | 2017-07-31 | The binding method of fashioned iron column tie-bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109322441A true CN109322441A (en) | 2019-02-12 |
Family
ID=65244837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710636304.0A Pending CN109322441A (en) | 2017-07-31 | 2017-07-31 | The binding method of fashioned iron column tie-bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109322441A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113042662A (en) * | 2021-04-20 | 2021-06-29 | 中国建筑第八工程局有限公司 | Steel reinforcement framework forming system for large box girder |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0762402B2 (en) * | 1988-04-21 | 1995-07-05 | 株式会社日本インダストリー製作所 | Spacing hardware for column hoop muscles |
| JP2001012080A (en) * | 1999-07-02 | 2001-01-16 | Im Trust Kk | Hoop bar locking tool |
| JP2002256706A (en) * | 2001-03-05 | 2002-09-11 | Maeda Corp | Method of arranging hoop in src column |
| CN203891343U (en) * | 2014-05-08 | 2014-10-22 | 北京万兴建筑集团有限公司 | Mounting device for column reinforcements in core region of frame structure |
| CN204456668U (en) * | 2012-12-29 | 2015-07-08 | 青建集团股份公司 | A kind of stirrup positioning fixture |
| CN205476089U (en) * | 2016-04-06 | 2016-08-17 | 中国建筑第八工程局有限公司 | Beam column node stirrup spacing controlling means |
| CN106192732A (en) * | 2016-09-09 | 2016-12-07 | 中铁十局集团有限公司 | A kind of pier shaft horizontal hoop fixture |
-
2017
- 2017-07-31 CN CN201710636304.0A patent/CN109322441A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0762402B2 (en) * | 1988-04-21 | 1995-07-05 | 株式会社日本インダストリー製作所 | Spacing hardware for column hoop muscles |
| JP2001012080A (en) * | 1999-07-02 | 2001-01-16 | Im Trust Kk | Hoop bar locking tool |
| JP2002256706A (en) * | 2001-03-05 | 2002-09-11 | Maeda Corp | Method of arranging hoop in src column |
| CN204456668U (en) * | 2012-12-29 | 2015-07-08 | 青建集团股份公司 | A kind of stirrup positioning fixture |
| CN203891343U (en) * | 2014-05-08 | 2014-10-22 | 北京万兴建筑集团有限公司 | Mounting device for column reinforcements in core region of frame structure |
| CN205476089U (en) * | 2016-04-06 | 2016-08-17 | 中国建筑第八工程局有限公司 | Beam column node stirrup spacing controlling means |
| CN106192732A (en) * | 2016-09-09 | 2016-12-07 | 中铁十局集团有限公司 | A kind of pier shaft horizontal hoop fixture |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113042662A (en) * | 2021-04-20 | 2021-06-29 | 中国建筑第八工程局有限公司 | Steel reinforcement framework forming system for large box girder |
| CN114108812A (en) * | 2021-12-09 | 2022-03-01 | 中国化学工程第九建设有限公司 | Construction method of main body frame of concrete engineering frame structure building |
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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: 20190212 |