CN204552088U - A kind of tool-type band steel tie of small bore post mould - Google Patents
A kind of tool-type band steel tie of small bore post mould Download PDFInfo
- Publication number
- CN204552088U CN204552088U CN201520234703.0U CN201520234703U CN204552088U CN 204552088 U CN204552088 U CN 204552088U CN 201520234703 U CN201520234703 U CN 201520234703U CN 204552088 U CN204552088 U CN 204552088U
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- Prior art keywords
- band steel
- steel tie
- tool
- small bore
- tie bar
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 94
- 239000010959 steel Substances 0.000 title claims abstract description 94
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000009415 formwork Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a kind of tool-type band steel tie of small bore post mould, comprise four band steel tie bars and four keepers, head infolding 180 degree of formation one grabs of arbitrary described band steel tie bar, described band steel tie bar is interval with a plurality of locating hole matched with keeper, the head of every described band steel tie bar is connected with the afterbody of adjacent band steel tie bar, form a square flat steel column hoop, and fixed by keeper, described square flat steel column cuff is located in structural column template, and adjacent two band steel tie bars are mounted by grab.The utility model structure is simple, loads and unloads easy, greatly improves efficiency of construction, reduce costs.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of tool-type band steel tie of small bore post mould.
Background technology
Along with the development of modern architecture, more and more higher to the requirement of building operations, traditional construction work mainly adopts steel pipe and split bolt to be fixed structural column template, starts in recent years to adopt steel channel column hoop to fix structural column template in a large number.Wherein, use steel pipe and split bolt to be fixed structural column template and have the following disadvantages: (1) needs through template due to split bolt, just needs in template internal drilling, thus causes the severe attrition of template, affect the template number of turnover; (2) installation and removal need the at substantial time, large on the impact of engineering construction progress; (3) installation process needs a large amount of steel pipes and manpower, and cost consumption is large.And use steel channel column hoop to be fixed structural column template, although to a certain degree improve handling speed, steel expend greatly, cost is higher, and material is heavy, increases labour intensity to a certain extent, not easily well grasp reinforcing technique, make troubles to construction.Use the tie pair cross-section side size range of above two kinds of different structures when the small bore column template of 300mm-550mm is fixed, its shortcoming is particularly outstanding.
Summary of the invention
The technical problems to be solved in the utility model, be the tool-type band steel tie providing a kind of small bore post mould, dismounting is easy, improves efficiency of construction, has saved material cost.
The utility model is achieved in that a kind of tool-type band steel tie of small bore post mould, comprise four band steel tie bars and four keepers, head infolding 180 degree of formation one grabs of arbitrary described band steel tie bar, described band steel tie bar is interval with a plurality of locating hole matched with keeper, the head of every described band steel tie bar is connected with the afterbody of adjacent band steel tie bar, form a square flat steel column hoop, and fixed by keeper, described square flat steel column cuff is located in structural column template, and adjacent two band steel tie bars are mounted by grab.
Further, an orientation angle steel is fixed at four interior right angles of described square flat steel column hoop respectively, effectively avoids distortion and the wearing and tearing of template.
Further, between described band steel tie bar and structural column formwork sides, be provided with calibration timber wedge, increase the contact area of band steel tie bar and column template, play fastening effect, the verticality of column template can be ensured simultaneously.
Further, described locating hole is rectangle elongated hole, and is divided into two row interleaved arrangements along band steel tie pole length direction, and the installation site for keeper provides more more options, to adapt to the needs of different size model.
Further, described keeper is triangle or wedge shape, prevents keeper landing from locating hole.
Further, the length of described band steel tie bar is no more than 1000mm, to be applicable to the fixing of small bore column model.
Further, in described structural column template, a plurality of square flat steel column hoop is installed at interval, and the spacing of adjacent two square flat steel column hoops is 250mm-500mm.
The utility model has the advantage of:
(1) the utility model structure is simple, loads and unloads easy, greatly improves efficiency of construction;
(2) steel needed for the utility model are less, and produce once and can repeatedly use, upkeep cost is low, not fragile, saved material cost;
(3) consumptive material is few, and quality is light, reduces the labour intensity of construction;
(4) strong adaptability, is not only applicable to stiffening frame post, and is applicable to reinforcing constructional column.
Accompanying drawing explanation
The utility model is further described with reference to the accompanying drawings in conjunction with the embodiments.
Fig. 1 is the utility model using state schematic diagram.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the Facad structure schematic diagram of the utility model band steel tie bar.
Fig. 4 is the side structure schematic diagram of the utility model band steel tie bar.
Detailed description of the invention
Refer to Fig. 1 to Fig. 4, the tool-type band steel tie of a kind of small bore post of the utility model mould, comprise four band steel tie bars 1 and four keepers 2, head infolding 180 degree of formation one grabs 11 of arbitrary described band steel tie bar 1, described band steel tie bar 1 is interval with a plurality of locating hole 12 matched with keeper 2, described locating hole 12 is rectangle elongated hole, and be divided into two row interleaved arrangements along band steel tie bar 1 length direction, described keeper 2 is triangle or wedge shape, be inserted in described locating hole 12, play the role of fastening, the head of every described band steel tie bar 1 is connected with the afterbody of adjacent band steel tie bar 1, form a square flat steel column hoop, and fixed by keeper 2, described square flat steel column cuff is located on structural column template A, from structural model A tetra-sides, structural model A is waled, adjacent two band steel tie bars 1 are mounted by grab 11, the length of described band steel tie bar 1 is no more than 1000mm, limit its scope of application, be applicable to the fixing of small bore column model, calibration timber wedge 3 is provided with between described band steel tie bar 1 and structural column template A side, an orientation angle steel 4 is fixed at four interior right angles of described square flat steel column hoop respectively, effectively avoid wearing and tearing and the distortion of structural column template A, on described structural column template A, a plurality of square flat steel column hoop is installed at interval, namely on structural column template A, a plurality of square flat steel column hoop is installed at vertical direction interval, and the spacing of adjacent two square flat steel column hoops is h, the span of h is 250mm-500mm.
The utility model reinforcing process is as follows: install at structural column template A, and after the verticality checking structural column template A, starts to install tie: first, fixes an orientation angle steel 4 respectively at four post angles of structural column template A; Then, the grab 11 of four band steel tie bars 1 is mounted on adjacent band steel tie bar 1 successively, forms a square hoop; Then, in the locating hole 12 of each band steel tie bar 1 epitaxial part, all find the hithermost locating hole 12 of band steel tie bar 1 grab 11 of one and its mounting, keeper 2 is inserted locating hole 12 from top, the horizontal level of adjustment band steel tie bar 1, and beat keeper 2 downwards, complete fastening; Finally, the gap of timber wedge 3 insert structure column template A and band steel tie bar 1 is calibrated in the centre position of each band steel tie bar 1, while ensureing the verticality of structural column template A, increase band steel tie bar 1 and the contact area of structural column template A, play fastening effect.
The utility model unloading process is as follows: install tie, and after pillar has been built, when needing dismounting structure column template A, first unclamp keeper 2, take off calibration timber wedge 3, band steel tie bar 1 and location angle steel 4 more successively, the dismounting of structural column template A can be carried out.
The utility model is used to carry out reinforcing small bore column template, greatly can accelerate the installation and removal of small bore column template, compared with steel channel column hoop, it is reinforced, the efficiency of dismounting column template improves greatly, and disassembly process only needs a people to complete, greatly accelerate the construction speed of column template, improve the efficiency of construction; Reinforce same pillar, when ensuring the quality of products, the steel of use are only 1/3rd of the steel that steel channel column hoop uses, and band steel tie can repeat turnover use, has greatly saved material cost, has reduced labour intensity; The utility model can not cause damage to template, is not only applicable to stiffening frame post, and is applicable to reinforcing constructional column.
Although the foregoing describe detailed description of the invention of the present utility model; but be familiar with those skilled in the art to be to be understood that; specific embodiment described by us is illustrative; instead of for the restriction to scope of the present utility model; those of ordinary skill in the art, in the modification of the equivalence done according to spirit of the present utility model and change, should be encompassed in scope that claim of the present utility model protects.
Claims (7)
1. the tool-type band steel tie of a small bore post mould, it is characterized in that: comprise four band steel tie bars and four keepers, head infolding 180 degree of formation one grabs of arbitrary described band steel tie bar, described band steel tie bar is interval with a plurality of locating hole matched with keeper, the head of every described band steel tie bar is connected with the afterbody of adjacent band steel tie bar, form a square flat steel column hoop, and fixed by keeper, described square flat steel column cuff is located in structural column template, and adjacent two band steel tie bars are mounted by grab.
2. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: an orientation angle steel is fixed at four interior right angles of described square flat steel column hoop respectively.
3. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: be provided with calibration timber wedge between described band steel tie bar and structural column formwork sides.
4. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: described locating hole is rectangle elongated hole, and is divided into two row interleaved arrangements along band steel tie pole length direction.
5. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: described keeper is triangle or wedge shape.
6. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: the length of described band steel tie bar is no more than 1000mm.
7. the tool-type band steel tie of a kind of small bore post mould as claimed in claim 1, is characterized in that: in described structural column template, a plurality of square flat steel column hoop is installed at interval, and the spacing of adjacent two square flat steel column hoops is 250mm-500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520234703.0U CN204552088U (en) | 2015-04-17 | 2015-04-17 | A kind of tool-type band steel tie of small bore post mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520234703.0U CN204552088U (en) | 2015-04-17 | 2015-04-17 | A kind of tool-type band steel tie of small bore post mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204552088U true CN204552088U (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520234703.0U Expired - Fee Related CN204552088U (en) | 2015-04-17 | 2015-04-17 | A kind of tool-type band steel tie of small bore post mould |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756342A (en) * | 2016-05-03 | 2016-07-13 | 中国建筑第二工程局有限公司 | Integral wall and column template reinforcement device |
| CN108518061A (en) * | 2018-06-15 | 2018-09-11 | 临沂东仕达进出口有限公司 | A kind of column mould adjustable column hoop component |
| CN110145119A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type column mould reinforcement system |
| CN115573558A (en) * | 2022-11-10 | 2023-01-06 | 甘肃第三建设集团有限公司 | Can have enough to meet need combination formula shaped steel column hoop device and application thereof |
-
2015
- 2015-04-17 CN CN201520234703.0U patent/CN204552088U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756342A (en) * | 2016-05-03 | 2016-07-13 | 中国建筑第二工程局有限公司 | Integral wall and column template reinforcement device |
| CN110145119A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type column mould reinforcement system |
| CN108518061A (en) * | 2018-06-15 | 2018-09-11 | 临沂东仕达进出口有限公司 | A kind of column mould adjustable column hoop component |
| CN115573558A (en) * | 2022-11-10 | 2023-01-06 | 甘肃第三建设集团有限公司 | Can have enough to meet need combination formula shaped steel column hoop device and application thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350000 Fuzhou, Gulou District, Fujian, No. 54, No. 36, landmark Plaza, floor 89 Patentee after: FUJIAN CONSTRUCTION ENGINEERING GROUP CO.,LTD. Address before: 350000 Fuzhou, Gulou District, Fujian, No. 54, No. 36, landmark Plaza, floor 89 Patentee before: FUJIAN CONSTRUCTION ENGINEERING Group Co. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180719 Address after: 350000 floor 36, 89 road 54, Gulou District, Fuzhou, Fujian. Co-patentee after: Fujian Qijian Group Co.,Ltd. Patentee after: FUJIAN CONSTRUCTION ENGINEERING GROUP CO.,LTD. Address before: 350000 floor 36, 89 road 54, Gulou District, Fuzhou, Fujian. Patentee before: FUJIAN CONSTRUCTION ENGINEERING GROUP CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150812 |