CN104712139B - Construction method for radian column formwork erection - Google Patents
Construction method for radian column formwork erection Download PDFInfo
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- CN104712139B CN104712139B CN201510110147.0A CN201510110147A CN104712139B CN 104712139 B CN104712139 B CN 104712139B CN 201510110147 A CN201510110147 A CN 201510110147A CN 104712139 B CN104712139 B CN 104712139B
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Abstract
The invention discloses a construction method for radian column formwork erection. The method includes the construction procedures of radian column steel bar binding, radian formwork erection, concrete pouring, formwork detachment, concrete maintenance and the like, wherein the radian formwork erection includes the steps of manufacturing a radian formwork fixing frame, manufacturing a radian formwork, erecting the radian formwork and the like. The construction method has the advantages that the defects in the prior art are overcome, the method is particularly suitable for formworks which are simple in design, small in number and single in shape, the problem that formworks are rented from the market, and rent expense is extra added is totally avoided, and therefore unnecessary expenses are reduced, construction cost is saved, and high practicability is achieved.
Description
Technical field
The present invention relates to a kind of construction method of reinforced column formwork, it is more particularly related to a kind of use
Construction method in radian pillar formwork.
Background technology
Current skyscraper gets more and more, and the moulding of building is also more and more attractive in appearance, and therefore, a lot of moulding has fixed
The template of type, market can also be leased.But, the mould of and quantity few single moulding simple for design in construction
Plate, if going lease on market, just adds additional lease expenses, and such expense, for construction enterprises, belonging to need not
The input wanted.For example: with cambered reinforced concrete column in a kind of shape-designing.
Content of the invention
The purpose of the present invention is exactly to solve the problems of above prior art, and provides one kind to be used for radian post for this
The construction method of sub- formwork.The enforcement of this construction method, the shortcoming overcoming prior art, additionally need not increase operating expenses,
And there is the Reliable guarantee of construction quality.
The technical scheme is that
A kind of construction method for radian pillar formwork, including radian pillar reinforcing bar binding, radian formwork erection, coagulation
The construction process such as soil pours, template removing and concrete curing, wherein: described radian formwork erection comprises the following steps:
(1) make radian fixing frame of formworks: according to the radian of radian pillar, with reinforcement welding radian fixing frame of formworks, institute
The radian stated between the vertical plane of radian fixing frame of formworks and horizontal plane is agreed with the radian phase of radian pillar；
(2) make radian template: along described radian fixing frame of formworks inner face order arrange flitch and with iron wire by its according to
Secondary colligation pastes galvanized iron sheet on described radian fixing frame of formworks, then on the good flitch surface of colligation, then along galvanized iron sheet
Surrounding nails on nail, so that both is fixed, and completes the making of radian template；
(3) radian formwork erection: the radian made model sheetinstallat is had the one side of radian in radian pillar, and at it
Multi-layer wood mould plate is installed on the plane of another side, then adopts split bolt to pass through the framework of steel reinforcement of described radian pillar, to two
Block template carries out, to drawing, completing installing of radian template.
In above step (1): the bar diameter making radian fixing frame of formworks is 12mm:
In above step (2): the flitch specification being placed in described radian fixing frame of formworks inner face is 50*100mm.
In above step (3): the specification of described split bolt is m14.
The inventive method, the shortcoming overcoming prior art, its advantage is: provides one kind and props up for radian pillar
The construction method of mould, for design is simple and the single template of the few moulding of quantity, it is entirely avoided the lease on market and volume
The outer problem increasing lease expenses, thus reducing unnecessary expense expenditure, saving construction cost, having good practicality.
Brief description
Fig. 1 is the section structure schematic diagram of radian fixing frame of formworks in the present invention；
Fig. 2 is the sectional schematic diagram of radian template construct in the present invention；
Fig. 3 is the radian template schematic diagram completing in the present invention to make；
Fig. 4 is the schematic diagram of radian pillar formwork in the present invention.
Specific embodiment
In order that technical scheme is easier to be understood, below in conjunction with the accompanying drawings with the applying of radian pillar formwork
Work embodiment is described in detail.
With reference to Fig. 1, Fig. 2, Fig. 3, Fig. 4, the present invention is used for the construction method of radian pillar formwork, including radian pillar reinforcing bar
The construction process such as colligation, radian formwork erection, concreting, template removing and concrete curing, wherein: described radian
Formwork erection comprises the following steps:
(1) make radian fixing frame of formworks:
According to the radian of radian pillar, radian fixing frame of formworks as shown in Figure 1 is connected into the steel bar welding of a diameter of 12mm
1, the radian between the vertical plane 11 of described radian fixing frame of formworks 1 and horizontal plane 12 should be consistent with the radian of radian pillar；
(2) make radian template:
Inner face along described radian fixing frame of formworks 1 lays specification for 50*100 to order arrangement as shown in Figure 2
Flitch 2, and with iron wire by described flitch 2 successively with described radian fixing frame of formworks 1 colligation firmly, then with galvanized iron sheet 3
It is covered on the good flitch of colligation 2, then followed closely in institute along the surrounding of described galvanized iron sheet 3 with nail 7 as shown in Figure 3
Fixed on the flitch 2 stated, thus completing the making of radian template 4；
(3) radian formwork erection:
The radian made template 4 is arranged on the one side that the good radian pillar of colligation has radian, and in its another side
Plane on install multi-layer wood mould plate 6, then adopt specification be m14 split bolt 5 pass through radian pillar framework of steel reinforcement, right
Two pieces of templates carry out to drawing, thus completing installing of radian template 4.
In the implementation process of the inventive method, especially when making described radian fixing frame of formworks 1, must root
Radian according to radian pillar is carried out, and controls the one of radian between the two to make peace and agrees with degree, with the latter made radian template of guarantee
Radian pillar is had radian one side best install effect.
Present invention utilizes the compound action of flitch and galvanized iron sheet, make the radian mould being applied to radian pillar formwork
Plate, not only need not go lease profiled template on market additionally to increase lease expenses again, and ensure that reliable formwork construction
Quality, solves one of problems that this area exists always well.
Above by reference to drawings and Examples, technical scheme is schematically described, this description does not limit
Property processed.Those skilled in the art will be understood that in actual applications, and in the present invention, the implementation detail of each step is all possible to
There are some changes, and other staff are likely to make similar Design under its enlightenment.Specifically: as long as not taking off
From the design aim of the present invention, all obvious variations in detail or similar Design, it is all contained in protection scope of the present invention
Within.
Claims (4)
1. a kind of construction method for radian pillar formwork, including radian pillar tie with reinforcing bar, radian formwork erection, mixes
Solidifying soil pours, template removing and concrete curing construction process, it is characterized in that: described radian formwork erection includes following step
Rapid:
(1) make radian fixing frame of formworks: according to the radian of radian pillar, with reinforcement welding radian fixing frame of formworks, described arc
Radian between the vertical plane of degree fixing frame of formworks and horizontal plane is agreed with the radian phase of radian pillar；
(2) make radian template: the inner face order along described radian fixing frame of formworks is arranged flitch and tied up it successively with iron wire
Prick on described radian fixing frame of formworks, then paste galvanized iron sheet on the good flitch surface of colligation, then along the surrounding of galvanized iron sheet
Nail on nail, so that both is fixed, complete the making of radian template；
(3) radian formwork erection: the radian made model sheetinstallat is had the one side of radian in radian pillar, and another at it
Multi-layer wood mould plate is installed on the plane in face, then adopts split bolt to pass through the framework of steel reinforcement of described radian pillar, to radian mould
Plate and multi-layer wood mould plate carry out, to drawing, completing installing of radian template.
2. the construction method for radian pillar formwork according to claim 1, is characterized in that: makes radian template and fixes
The bar diameter of frame is 12mm.
3. the construction method for radian pillar formwork according to claim 1, is characterized in that: is placed in described radian mould
The flitch specification of plate fixed mount inner face is 50*100mm.
4. the construction method for radian pillar formwork according to claim 1, is characterized in that: the rule of described split bolt
Lattice are m14.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510110147.0A CN104712139B (en) | 2015-03-12 | 2015-03-12 | Construction method for radian column formwork erection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510110147.0A CN104712139B (en) | 2015-03-12 | 2015-03-12 | Construction method for radian column formwork erection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104712139A CN104712139A (en) | 2015-06-17 |
| CN104712139B true CN104712139B (en) | 2017-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510110147.0A Active CN104712139B (en) | 2015-03-12 | 2015-03-12 | Construction method for radian column formwork erection |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201205B (en) * | 2015-10-13 | 2017-05-31 | 中建八局第三建设有限公司 | A kind of minor diameter high-fineness ratio clear-water concrete bundle pillar formwork structure |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090084930A1 (en) * | 2007-09-28 | 2009-04-02 | Sonoco Development, Inc. | Concrete form for pouring polygonal columns |
| KR20120115616A (en) * | 2011-04-11 | 2012-10-19 | 이피아이주식회사 | Paper framwork with improving water resistance and strength |
| CN203452380U (en) * | 2013-08-01 | 2014-02-26 | 中铁九局集团第四工程有限公司 | Novel column hoop for reinforcing cylindrical formwork |
| CN103603495B (en) * | 2013-11-07 | 2015-06-24 | 中煤建筑安装工程集团有限公司 | Cylinder construction method |
| CN204059957U (en) * | 2014-04-17 | 2014-12-31 | 中国建筑第八工程局有限公司 | A kind of formwork reinforcement structure |
| CN104047422B (en) * | 2014-06-13 | 2016-03-23 | 北京首钢建设集团有限公司 | A kind of cylinder mold fabrication and installation method |
| CN204098487U (en) * | 2014-09-12 | 2015-01-14 | 北京建工集团有限责任公司 | Gear-like curved wall pilaster template |
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2015
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| CN104712139A (en) | 2015-06-17 |
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Address after: 300301 Dongli district no time street Jintang highway bridge, No. ten, No. Applicant after: MCC TIANGONG GROUP TIANJIN CO., LTD. Address before: 300301 Dongli District, Tianjin Street Applicant before: Tianjin MCC20 Construction Co., Ltd. |
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