CN107558731A - Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method - Google Patents
Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method Download PDFInfo
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- CN107558731A CN107558731A CN201710905573.2A CN201710905573A CN107558731A CN 107558731 A CN107558731 A CN 107558731A CN 201710905573 A CN201710905573 A CN 201710905573A CN 107558731 A CN107558731 A CN 107558731A
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 18
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000009434 installation Methods 0.000 claims abstract description 8
- 238000012856 packing Methods 0.000 claims abstract description 7
- 238000007789 sealing Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 238000012937 correction Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
The present invention relates to the realm of building construction, specifically a kind of beams of concrete side template it is non-to pull-type screw bolt reinforcing structure；Including beam forms, longitudinal keel；It is characterized in that：Also include bolt assembly and shore；The outside installation longitudinal keel of beam forms, shore set through beam forms and from inside to outside bolt assembly successively in shore both sides；The bolt assembly includes sealing packing ring, chevron card and nut.This ruggedized construction is formed independent to pull-up structure by the way of the unilateral fastening of one side formwork, side template is fastenedly connected with beam side longitudinal keel integral；Simultaneously as the total length shore of beam concrete is had no through, therefore the thoroughly cut-out infiltration path from source, play impervious effect.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of beams of concrete side template it is non-to pull-type screw bolt reinforcing structure
And construction method.
Background technology
At present, conventional side template split bolt reinforcement technique mainly has following two kinds of forms：
1st, when beam section height is more than 600mm, side template adds the reinforcing support system of split bolt using primary and secondary keel,
First then secondary joist nail is set split bolt according to a determining deviation on main joist, side template is entered on side template
Row is reinforced.
2nd, it is very big, it is necessary to set split bolt to beam side for stiffened steel structure beams of concrete, the depth of section of this kind of beam
Template is reinforced.Due to being influenceed by the vertical web position of stiffness girder steel in beam, split bolt can not pass through steel beam web plate,
Therefore it is welded on after split bolt must being bent certain length on the vertical web of stiffness girder steel, then recycles this to drawing spiral shell
Bolt is reinforced to side template.
Following drawback be present in two kinds of above-mentioned side template reinforcing modes：
For the first reinforcing mode, although effectively side template can be controlled to deform, due to being reinforced using split bolt, it is
Be easy to split bolt to have enough to meet the need, it is necessary to through in beam to drawing shore to set up sleeve pipe, after concreting, in beam
Side is formed the split bolt hole of insertion, and these split bolt holes need conscientiously to block, especially for outdoor side bar position,
If closure will sternly not produce seepage and thoroughly cold bad phenomenon, while therefore generate artificial, the material of bolt hole closure yet
The expense such as material and machinery, adds construction cost.
For second of reinforcing mode, it is necessary to which first split bolt is welded on the Steel Reduced Web in beam, then in beam side
Split bolt hole is set in template.Bolt hole position in template is difficult to control, and speed of application is slow, and installation is inconvenient, also reduces
The presentation quality of concrete；During using the reinforcing mode, split bolt can not have enough to meet the need, and add construction cost；Template is torn open
Except rear, it is necessary to cut the split bolt on protrusion beam surface, and antirust and water-proofing treatment, production are carried out to the surface of bolt cutting part
Artificial, material and machinery expenses have been given birth to, have added construction cost.
The content of the invention
It is an object of the invention to solve above-mentioned technical problem, there is provided a kind of beams of concrete side template it is non-to pull-type bolt
Ruggedized construction and construction method.
In order to achieve the above object, the present invention is realized in：
A kind of beams of concrete side template it is non-to pull-type screw bolt reinforcing structure, including beam forms, longitudinal keel；Also include bolt group
Part and shore；Beam forms outside installation longitudinal keel, shore through beam forms and shore both sides successively from it is interior to
Outer setting bolt assembly；The bolt assembly includes sealing packing ring, chevron card and nut.
The non-of described beams of concrete side template is blocked up to pull-type screw bolt reinforcing structure, in addition to taper plug, the taper
Headgear is located on shore, and it is located at the inner side of beam forms, specifically between beam forms and nut.
The non-construction method to pull-type screw bolt reinforcing structure of the beams of concrete side template；Including
Step 1, supporting module are simultaneously reinforced：
Step 1.1, supporting module and longitudinal keel
Step 1.2, installation shore,
Step 1.3, taper plug, watertight rubber packing ring, steel washer and nut, U-shaped rubber bolt, steel are installed from inside to outside successively
Pipe, chevron card, pad and double nut simultaneously fasten；
Step 2, mold plate verticality and flatness correction：Double nut outside elastic template is corrected；
Step 3, concreting and maintenance；
Step 4, form removal：Ecto-entad removes nut, steel washer, chevron card, steel pipe, shore, template and taper plug successively.
This ruggedized construction is formed independent to pull-up structure by the way of the unilateral fastening of one side formwork, makes side template and beam
Side longitudinal keel is fastenedly connected integral；Taper plug and template are compressed simultaneously, prevent the slurry of concrete in casting process
Body and water are lost in the hole of taper plug；The gib headed bolt effect also functioned in similar steel form hardened system, can adjust clear
The flatness of water template, block template splicing can be lifted into big sheet template；Simultaneously as have no through beam concrete
Total length shore, therefore from source thoroughly cut-out infiltration path, play impervious effect.
Brief description of the drawings
Fig. 1 is the structural representation of this ruggedized construction.
Fig. 2 is the construction schematic diagram of this clamping structure.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of beams of concrete side template is non-to pull-type screw bolt reinforcing structure, including beam forms 1, vertical
To keel 2；Also include bolt assembly 3 and shore 4；The outside installation longitudinal keel of beam forms, shore run through beam forms simultaneously
In shore both sides, bolt assembly is set from inside to outside successively；The bolt assembly includes sealing packing ring 31, chevron card 32 and spiral shell
Mother 33.
The non-of described beams of concrete side template is blocked up to pull-type screw bolt reinforcing structure, in addition to taper plug 5, the taper
First 5 are set on shore 4, and it is located at the inner side of beam forms 1, specifically between beam forms 1 and nut 33.
The non-construction method to pull-type screw bolt reinforcing structure of the beams of concrete side template；Including
Step 1, install beam forms and reinforce：
Step 1.1, install beam forms 1 and longitudinal keel 2
Step 1.2, installation shore 44,
Step 1.3, install from inside to outside successively taper plug 5, sealing packing ring 31, steel washer and nut 33, U-shaped rubber bolt,
Steel pipe 34, chevron card 32, pad and double nut simultaneously fasten；
Step 2, the perpendicularity of beam forms 1 and flatness correction：Double nut outside elastic beam forms 1 is corrected；
Step 3, concreting and maintenance；
Step 4, form removal：Ecto-entad removes nut 33, steel washer, chevron card 32, steel pipe 34, shore 4, beam forms 1 successively
With taper plug 5.
This ruggedized construction is formed independent to pull-up structure by the way of the unilateral fastening of one side formwork, makes side template and beam
Side longitudinal keel is fastenedly connected integral；Taper plug and template are compressed simultaneously, prevent the slurry of concrete in casting process
Body and water are lost in the hole of taper plug；The gib headed bolt effect also functioned in similar steel form hardened system, can adjust clear
The flatness of water template, block template splicing can be lifted into big sheet template；Simultaneously as have no through beam concrete
Total length shore, therefore from source thoroughly cut-out infiltration path, play impervious effect.
Claims (3)
1. a kind of beams of concrete side template is non-to pull-type screw bolt reinforcing structure, including beam forms, longitudinal keel；It is characterized in that：
Also include bolt assembly and shore；The outside installation longitudinal keel of beam forms, shore is through beam forms and in shore two
Side sets bolt assembly from inside to outside successively；The bolt assembly includes sealing packing ring, chevron card and nut.
2. beams of concrete side template according to claim 1 is non-to pull-type screw bolt reinforcing structure, it is characterized in that：Also include
Taper plug, the taper plug are set on shore, and it is located at the inner side of beam forms, specifically beam forms and nut it
Between.
3. the non-construction method to pull-type screw bolt reinforcing structure of beams of concrete side template described in claim 1；It is characterized in that bag
Include
Step 1, supporting module are simultaneously reinforced：
Step 1.1, supporting module and longitudinal keel
Step 1.2, installation shore,
Step 1.3, taper plug, watertight rubber packing ring, steel washer and nut, U-shaped rubber bolt, steel are installed from inside to outside successively
Pipe, chevron card, pad and double nut simultaneously fasten；
Step 2, mold plate verticality and flatness correction：Double nut outside elastic template is corrected；
Step 3, concreting and maintenance；
Step 4, form removal：Ecto-entad removes nut, steel washer, chevron card, steel pipe, shore, template and taper plug successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710905573.2A CN107558731A (en) | 2017-09-29 | 2017-09-29 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710905573.2A CN107558731A (en) | 2017-09-29 | 2017-09-29 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107558731A true CN107558731A (en) | 2018-01-09 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710905573.2A Pending CN107558731A (en) | 2017-09-29 | 2017-09-29 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
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| Country | Link |
|---|---|
| CN (1) | CN107558731A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590166A (en) * | 2018-06-16 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template system |
| CN109024642A (en) * | 2018-07-30 | 2018-12-18 | 中铁七局集团西安铁路工程有限公司 | A kind of single-ended fixed water-stopping pull rod |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2698900Y (en) * | 2004-04-20 | 2005-05-11 | 谢聪根 | Formwork fastening device |
| CN202125076U (en) * | 2011-07-01 | 2012-01-25 | 温州东瓯建设集团有限公司 | Detachable opposite-pull screw special for basement formwork |
| CN202125073U (en) * | 2011-06-24 | 2012-01-25 | 江苏双楼建设集团有限公司 | Turnover bottom clip bolt for combined beam column template |
| CN202831617U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Large-scale integrated steel template |
| CN203175032U (en) * | 2013-04-10 | 2013-09-04 | 中建城市建设发展有限公司 | On-site pieced-up bamboo formwork assembly connecting piece and formwork assembly system thereof |
| CN103741944A (en) * | 2013-12-23 | 2014-04-23 | 上海建工五建集团有限公司 | Fixation assembly, template system comprising fixation assembly and wall pouring method |
| CN205529917U (en) * | 2016-01-21 | 2016-08-31 | 中国建筑第六工程局有限公司 | A support fixing device that is used for high mound, U type abutment form setting |
| CN207568175U (en) * | 2017-09-29 | 2018-07-03 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure |
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2017
- 2017-09-29 CN CN201710905573.2A patent/CN107558731A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2698900Y (en) * | 2004-04-20 | 2005-05-11 | 谢聪根 | Formwork fastening device |
| CN202125073U (en) * | 2011-06-24 | 2012-01-25 | 江苏双楼建设集团有限公司 | Turnover bottom clip bolt for combined beam column template |
| CN202125076U (en) * | 2011-07-01 | 2012-01-25 | 温州东瓯建设集团有限公司 | Detachable opposite-pull screw special for basement formwork |
| CN202831617U (en) * | 2012-10-23 | 2013-03-27 | 中国葛洲坝集团股份有限公司 | Large-scale integrated steel template |
| CN203175032U (en) * | 2013-04-10 | 2013-09-04 | 中建城市建设发展有限公司 | On-site pieced-up bamboo formwork assembly connecting piece and formwork assembly system thereof |
| CN103741944A (en) * | 2013-12-23 | 2014-04-23 | 上海建工五建集团有限公司 | Fixation assembly, template system comprising fixation assembly and wall pouring method |
| CN205529917U (en) * | 2016-01-21 | 2016-08-31 | 中国建筑第六工程局有限公司 | A support fixing device that is used for high mound, U type abutment form setting |
| CN207568175U (en) * | 2017-09-29 | 2018-07-03 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590166A (en) * | 2018-06-16 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template system |
| WO2019237575A1 (en) * | 2018-06-16 | 2019-12-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled cast-in-place concrete shear wall template system |
| RU2748100C1 (en) * | 2018-06-16 | 2021-05-19 | Харбин Хуншэн Констракшн Матириалз Мэньюфекчеринг Ко., Лтд. | Formworking system for premium-monolithic concrete walls - diaphragm of rigidity |
| CN109024642A (en) * | 2018-07-30 | 2018-12-18 | 中铁七局集团西安铁路工程有限公司 | A kind of single-ended fixed water-stopping pull rod |
| CN110130635A (en) * | 2019-06-18 | 2019-08-16 | 中国五冶集团有限公司 | A kind of cantilever steel girder external wrapping concrete mold side template strengthening structure and cantilever steel girder external wrapping concrete construction method |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180109 |
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| RJ01 | Rejection of invention patent application after publication |