CN107083840A - A kind of anti-bank one-shot forming formwork erection method in toilet - Google Patents
A kind of anti-bank one-shot forming formwork erection method in toilet Download PDFInfo
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- CN107083840A CN107083840A CN201710267331.5A CN201710267331A CN107083840A CN 107083840 A CN107083840 A CN 107083840A CN 201710267331 A CN201710267331 A CN 201710267331A CN 107083840 A CN107083840 A CN 107083840A
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- Prior art keywords
- bank
- bar support
- toilet
- support skeleton
- construction
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Classifications
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- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of anti-bank one-shot forming formwork erection method in toilet, belongs to the anti-bank technical field of construction in toilet.Reinforced bar support skeleton (1) is vertically fixed with primary structure beam stirrup and cage bar colligation first, then anti-bank Side shuttering (2) is installed according to relevant position, anti- bank bottom flitch (4) is arranged between anti-bank Side shuttering (2) and reinforced bar support skeleton (1) again, make its reinforced bar support skeleton (1) and anti-bank Side shuttering (2) fixed, it is ensured that its bottom size；Finally reinforced using fixed anti-bank lath (3) suitable for reading with anti-bank top flitch (4), fixing side template (2) size suitable for reading plays formwork reinforcement effect；So anti-bank template has obtained fixation, can guarantee that anti-bank sectional dimension.Advantage is, is not take up place, reuses waste steel bar.Both caking ability, the accelerating construction progress of anti-bank concrete beam and board had been can guarantee that, and can economy cost.
Description
Patent of the present invention belongs to the anti-bank technical field of construction in toilet, in particular, provide a kind of anti-bank in toilet once into
Pattern plate erection method, it is adaptable to the construction of various anti-banks.The stability of structure connection is ensure that, quality is improved, material is saved,
Accelerating construction progress.
Background technology
At present, in the anti-bank structure construction in toilet, in the secondary anti-bank of making in floor top after having been constructed using primary structure
Structure.It can not guarantee the connectivity of structure.Such as make to use secondary preparation method, increase difficulty of construction, delay construction speed, no
Beneficial to production and construction.
The content of the invention
The purpose of patent of the present invention is to provide a kind of toilet anti-bank one-shot forming formwork erection method, and solving makes to adopt
Secondary preparation method is used, these problems of increasing difficulty of construction can make structure one-shot forming, it is ensured that the connectivity of structure.
The present invention includes reinforced bar support skeleton 1, anti-bank Side shuttering 2, fixed anti-bank lath 3 suitable for reading, flitch 4.
Reinforced bar support skeleton 1 is vertically fixed with primary structure beam stirrup and cage bar colligation first, then according to relevant position
Anti- bank Side shuttering 2 is installed, then anti-bank bottom flitch 4 is arranged between anti-bank Side shuttering 2 and reinforced bar support skeleton 1, is made
Its reinforced bar support skeleton 1 and anti-bank Side shuttering 2 are fixed, it is ensured that its bottom size；It is finally suitable for reading using fixed anti-bank
Lath 3 is reinforced with anti-bank top flitch 4, the size suitable for reading of fixing side template 2, plays formwork reinforcement effect.So anti-bank template
Fixation has been obtained, anti-bank sectional dimension is can guarantee that.
Reinforced bar support skeleton uses the waste steel bar welding productions of Φ 12-- Φ 18, the lower rebar opening size of framework of steel reinforcement
Slightly larger than beams of concrete cage bar spacing.Upper reinforcement is parallel, and opening size subtracts protective layer thickness equal to anti-bank width.Construction
When, treat to be supported the installation of bone after the completion of beam steel, slab muscle colligation, then carrying out installing for anti-bank Side shuttering, pouring
Build concrete.The secondary construction of anti-bank is not needed, operation is simplified, the expense that mould is hung at drop plate is saved, when shortening construction
Between, the good bottom beam main tendon spacing of in-site measurement, anti-bank width, it is necessary to quantity, cost of labor and engineering time can be saved.
Advantage is, makes simple, easy for installation, efficiency of construction, cost-effective.It is particularly suitable for use in the anti-bank structure of concrete
One-shot forming is constructed, and both can guarantee that connectivity, the accelerating construction progress of structure, and can economy cost.With pushing away well
Wide value.
Brief description of the drawings
Fig. 1 is the construction first step, makes anti-bank reinforced bar support skeleton schematic diagram.
Fig. 2 is construction second step, carries out the colligation construction drawing of concrete beam and board cage bar and stirrup.
Fig. 3 is the 3rd step of construction, installs reinforced bar support skeleton drawing.
Fig. 4 is the 4th step of construction, installs the template and strengthening construction figure of anti-bank.
Fig. 5 is the 5th step of construction, after concealment acceptance is qualified, casting concrete schematic diagram.
Fig. 6 is the 6th step of construction, after concrete reaches intensity, form removal, by the anti-exposed steel of bank reinforced bar support skeleton
The schematic diagram that muscle is cut away.
In figure, reinforced bar support skeleton 1, anti-bank Side shuttering 2, fixed anti-bank lath 3 suitable for reading, flitch 4.
Embodiment
Fig. 1~Fig. 6 is a kind of embodiment of patent of the present invention.It is further to patent of the present invention below in conjunction with the accompanying drawings
Explanation.
Fig. 1 is the construction first step, the use material of this method.Wherein support frame 1 is used for reinforcement fabrication, under skeleton
Portion's parallel reinforced steel bar, and opening size is slightly larger than beams of concrete cage bar spacing.Upper reinforcement is parallel, and opening size is wide equal to anti-bank
Degree subtracts thickness of protection tier.During construction, treat after the completion of beam steel, slab muscle colligation by support frame colligation beam cage bar
And stirrup position is reinforced, then installing for template, casting concrete are being carried out.
Fig. 2 is construction second step, and the colligation construction into cross girders, slab muscle is required in strict accordance with drawing and related specifications.
Fig. 3 is the 3rd step of construction, treats to be supported skeleton installation after the completion of reinforcing bar colligation construction.Under support frame
Portion's opening makes support frame clamp reinforcing bar towards cage bar.Constructed according to 1.2 meters of the direction arrangement one of beam.Simplify and apply
Work, shortens the duration.
Fig. 4 is the 4th step of construction, after support keel is installed, and template construction is carried out after acceptance of concealed work is qualified, will
Formwork erection prolongs the installation of template bottom to top skeleton outside, and by flitch, then template top is assembled；Use lath interval
0.5 meter is fixed on the flitch of top, plays a part of drawknot, reinforcing template.
Fig. 5 is the 5th step of construction, after after template acceptance(check), carries out concreting,
Fig. 6 is the 6th step of construction, after concrete reaches intensity, template, flitch is removed, by anti-bank reinforced bar support skeleton
Exposed steel bar is cut away.
Claims (2)
1. a kind of anti-bank one-shot forming formwork erection method in toilet, it is characterised in that：First reinforced bar support skeleton (1) vertically with
Primary structure beam stirrup and cage bar colligation are fixed, and then install anti-bank Side shuttering (2) according to relevant position, then by anti-bank bottom
Flitch (4) is arranged between anti-bank Side shuttering (2) and reinforced bar support skeleton (1), makes its reinforced bar support skeleton (1) and anti-bank side
Face die plate (2) is fixed, it is ensured that its bottom size；Finally using fixed anti-bank lath (3) and anti-bank top flitch suitable for reading
(4) reinforce, fixing side template (2) size suitable for reading, play formwork reinforcement effect；So anti-bank template has obtained fixation, can protect
Demonstrate,prove anti-bank sectional dimension.
2. the anti-bank one-shot forming formwork erection method in toilet according to claim 1, it is characterised in that：Reinforcement bar support support bone
Frame uses the waste steel bar welding productions of Φ 12-- Φ 18, and the lower rebar opening size of framework of steel reinforcement is slightly larger than beams of concrete cage bar
Spacing；Upper reinforcement is parallel, and opening size subtracts protective layer thickness equal to anti-bank width；During construction, beam steel, slab muscle are treated
The installation of bone is supported after the completion of colligation, then installing for anti-bank Side shuttering, casting concrete is being carried out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710267331.5A CN107083840A (en) | 2017-04-21 | 2017-04-21 | A kind of anti-bank one-shot forming formwork erection method in toilet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710267331.5A CN107083840A (en) | 2017-04-21 | 2017-04-21 | A kind of anti-bank one-shot forming formwork erection method in toilet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107083840A true CN107083840A (en) | 2017-08-22 |
Family
ID=59613042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710267331.5A Pending CN107083840A (en) | 2017-04-21 | 2017-04-21 | A kind of anti-bank one-shot forming formwork erection method in toilet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107083840A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108952159A (en) * | 2018-09-19 | 2018-12-07 | 潘小洪 | Hang the support device and construction method of mould |
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN111958857A (en) * | 2020-07-16 | 2020-11-20 | 安徽同济建设集团有限责任公司 | Construction method for reverse ridge of toilet |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4723752A (en) * | 1986-02-06 | 1988-02-09 | Thomas Ward H | Form brace |
| CN101158236A (en) * | 2007-10-30 | 2008-04-09 | 山东天齐置业集团股份有限公司 | Kitchen toilet water-stopping platform formwork controlling device and construction method |
| CN203924704U (en) * | 2014-06-19 | 2014-11-05 | 晟通科技集团有限公司 | Aluminum alloy pattern plate system |
| CN104652815A (en) * | 2015-02-10 | 2015-05-27 | 中国十七冶集团有限公司 | Construction method for pouring water-stopping upstanding beams in kitchens and toilets |
| CN204456870U (en) * | 2015-02-06 | 2015-07-08 | 新疆石河子天筑建设（集团）有限责任公司 | For the formwork fastening clips tool of washroom concrete flanging |
| CN204876558U (en) * | 2015-08-21 | 2015-12-16 | 广西建工集团第四建筑工程有限责任公司 | A locating support that is used for cast -in -place reversed beam side form board of going up |
| CN205804949U (en) * | 2016-06-12 | 2016-12-14 | 中国十七冶集团有限公司 | A kind of sealing reversed beam model sheetinstallat fixing device |
-
2017
- 2017-04-21 CN CN201710267331.5A patent/CN107083840A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4723752A (en) * | 1986-02-06 | 1988-02-09 | Thomas Ward H | Form brace |
| CN101158236A (en) * | 2007-10-30 | 2008-04-09 | 山东天齐置业集团股份有限公司 | Kitchen toilet water-stopping platform formwork controlling device and construction method |
| CN203924704U (en) * | 2014-06-19 | 2014-11-05 | 晟通科技集团有限公司 | Aluminum alloy pattern plate system |
| CN204456870U (en) * | 2015-02-06 | 2015-07-08 | 新疆石河子天筑建设（集团）有限责任公司 | For the formwork fastening clips tool of washroom concrete flanging |
| CN104652815A (en) * | 2015-02-10 | 2015-05-27 | 中国十七冶集团有限公司 | Construction method for pouring water-stopping upstanding beams in kitchens and toilets |
| CN204876558U (en) * | 2015-08-21 | 2015-12-16 | 广西建工集团第四建筑工程有限责任公司 | A locating support that is used for cast -in -place reversed beam side form board of going up |
| CN205804949U (en) * | 2016-06-12 | 2016-12-14 | 中国十七冶集团有限公司 | A kind of sealing reversed beam model sheetinstallat fixing device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109025273A (en) * | 2018-07-30 | 2018-12-18 | 北京首钢建设集团有限公司 | A kind of concrete beam mould board fixing clamp construction method |
| CN108952159A (en) * | 2018-09-19 | 2018-12-07 | 潘小洪 | Hang the support device and construction method of mould |
| CN110230400A (en) * | 2019-06-21 | 2019-09-13 | 中建八局第四建设有限公司 | It is a kind of for improving the construction method of the anti-platform intersection waterproof effect in toilet |
| CN111958857A (en) * | 2020-07-16 | 2020-11-20 | 安徽同济建设集团有限责任公司 | Construction method for reverse ridge of toilet |
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Application publication date: 20170822 |