CN202064634U - Formwork supporting structure for square concrete cap - Google Patents

Formwork supporting structure for square concrete cap Download PDF

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Publication number
CN202064634U
CN202064634U CN2011200882210U CN201120088221U CN202064634U CN 202064634 U CN202064634 U CN 202064634U CN 2011200882210 U CN2011200882210 U CN 2011200882210U CN 201120088221 U CN201120088221 U CN 201120088221U CN 202064634 U CN202064634 U CN 202064634U
Authority
CN
China
Prior art keywords
square
steel pipe
cap
support
pipe hoop
Prior art date
Application number
CN2011200882210U
Other languages
Chinese (zh)
Inventor
张勋俊
李小玥
李扬
厉天数
Original Assignee
中天建设集团有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 中天建设集团有限公司 filed Critical 中天建设集团有限公司
Priority to CN2011200882210U priority Critical patent/CN202064634U/en
Application granted granted Critical
Publication of CN202064634U publication Critical patent/CN202064634U/en

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Abstract

The utility model relates to a formwork supporting structure for a square concrete cap. A square steel pipe hoop formed by connecting four horizontal steel pipes through fasteners is arranged on a square concrete cap part; a batten below a wood mold plate is fixed on a bracket through the steel pipe hoop; and the steel pipe hoop is respectively connected with a vertical upright and a horizontal pull rod through fasteners, and is connected with a concrete column and a floor slab formwork supporting rack into a whole, so as to form a bracket supporting system. The formwork supporting structure has the advantages of firmness, safety, convenience in manufacture, and easiness in assembly and disassembly, saves material, can be used in repeated turnover, can meet the requirements of standardization and conventionalization, and is convenient to apply in construction sites.

Description

A kind of square concrete cap props up mode structure
Technical field
The utility model relates to a kind of building concrete post and props up mode structure, and particularly a kind of square concrete cap props up mode structure, belongs to the construction implement technical field.
Background technology
The building operations of concrete structure, generally all to use the template braced structures, according to literature search, the existing report of taking little punching block of the square concrete cap support system of building, and job site this way of actual employing has certain limitation, and practical application is more to be wooden form.On-the-spot form bracing system at the concrete cap position adopts setting up of little punching block, its standardization is relatively poor, set up the standard disunity, the transfer route of support for shuttering system power is indeterminate, component strength and resistance to overturning all have uncertain factor, and the making dismounting of this class support for shuttering is also inconvenient, reuses weak effect, can not satisfy the requirement of site operation.
Summary of the invention
The utility model provides a kind of square concrete cap to prop up mode structure, it adopts steel collar-shaped fixed structure at square cap position, steel pipe hoop and post, floor slab formerecting frame fuse, firm support system is stablized in formation, thereby realize the standardization of a mode structure, reach the purpose that the support system component and fitting is set up convenient disassembly, is convenient to The field.
Technical solution adopted in the utility model: a kind of square concrete cap props up mode structure, comprise wooden form, the lumps of wood, steel pipe hoop, vertical vertical rod, girt, bridging and the bar of sweeping the floor, in the wooden form bottom lumps of wood is set, it is characterized in that the square bar pipe collar being set at square cap position, the square bar pipe collar is formed by connecting by fastener by four horizontal steel tubes, the lumps of wood is fixed on the support for shuttering by the steel pipe hoop, and the steel pipe hoop is connected to a fixed by fastener and vertical vertical rod, girt.
The described number that is located at the steel pipe hoop at cap position is more than two, and horizontal positioned; The steel pipe hoop fuses by fastener connection and concrete column, floor slab formerecting frame, constitutes the support for shuttering support system.
Bottom in vertical vertical rod is provided with the bar of sweeping the floor, and the bar of sweeping the floor is connected with vertical vertical rod, girt by fastener, forms the formwork system overall structure.
The utility model is realized like this: adopt materials such as job site flitch commonly used, glued wood, steel pipe, fastener to make support for shuttering, support for shuttering adopts steel tube fastener to be connected to form support system, adopt steel collar-shaped structure at square concrete cap position, the steel pipe hoop of both direction is fulcrum each other, the horizontal direction force self-balancing, and fuse with post, floor slab formerecting frame, form stable support system.
The utility model beneficial effect: the utility model utilizes job site material commonly used as far as possible, and easy to make, mounting or dismounting can repeat turnover and use, and can satisfy the requirement of standardization, regularization easily, are convenient to the job site and use.
Description of drawings
Fig. 1 is the utility model structural representation (sectional drawing);
Fig. 2 is the utility model plan view.
The specific embodiment
This mode structure comprises wooden form, the lumps of wood, steel pipe hoop, vertical vertical rod, girt, bridging and the bar of sweeping the floor, the lumps of wood 2 be laid on wooden form 1 below, and it is fixing by steel pipe hoop 3, the steel pipe hoop is formed by connecting by fastener by four horizontal steel tubes, and hoop is pricked on concrete cap 8, flitch is fixed on the support for shuttering by the steel pipe hoop, and the steel pipe hoop then is connected to a fixed by fastener and vertical vertical rod 4, girt 5.The load on support for shuttering top is delivered on the basis 9 by the formwork system that vertical vertical rod, girt, the bridging 6 that is connected by fastener and the bar 7 of sweeping the floor form, and the power transmission route is clear and definite, formwork system stable.

Claims (4)

1. a square concrete cap props up mode structure, comprise wooden form, the lumps of wood, steel pipe hoop, vertical vertical rod, girt, bridging and the bar of sweeping the floor, in the wooden form bottom lumps of wood is set, it is characterized in that the square bar pipe collar being set at the square cap of concrete position, the square bar pipe collar is formed by connecting by fastener by four horizontal steel tubes, the lumps of wood is fixed on the support for shuttering by the square bar pipe collar, and the square bar pipe collar is connected with girt with vertical vertical rod respectively by fastener.
2. square concrete cap according to claim 1 props up mode structure, and the number that it is characterized in that described steel pipe hoop is more than 2, and horizontal positioned.
3. square concrete cap according to claim 1 props up mode structure, it is characterized in that the square bar pipe collar links into an integrated entity by fastener and concrete column support for shuttering, floor slab formerecting frame to constitute the support for shuttering support system.
4. square concrete cap according to claim 1 props up mode structure, it is characterized in that being provided with the bar of sweeping the floor in the bottom of vertical vertical rod, and the bar of sweeping the floor is connected with vertical vertical rod, girt by fastener.
CN2011200882210U 2011-03-29 2011-03-29 Formwork supporting structure for square concrete cap CN202064634U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200882210U CN202064634U (en) 2011-03-29 2011-03-29 Formwork supporting structure for square concrete cap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200882210U CN202064634U (en) 2011-03-29 2011-03-29 Formwork supporting structure for square concrete cap

Publications (1)

Publication Number Publication Date
CN202064634U true CN202064634U (en) 2011-12-07

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200882210U CN202064634U (en) 2011-03-29 2011-03-29 Formwork supporting structure for square concrete cap

Country Status (1)

Country Link
CN (1) CN202064634U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102628274A (en) * 2012-03-12 2012-08-08 中天建设集团有限公司 Construction method for foundation pad oblique angle of brick moulding bed combined wood mould
CN104420648A (en) * 2013-08-24 2015-03-18 浙江省东阳第三建筑工程有限公司 Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN105822062A (en) * 2015-01-04 2016-08-03 中天建设集团有限公司 Single dip angle column cap lamination squared timber combination triangle ribbed slab support formwork method
CN106639306A (en) * 2017-01-22 2017-05-10 徐仁贵 Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof
CN109537892A (en) * 2017-09-22 2019-03-29 上海宝冶集团有限公司 The fixed construction method of trapezoidal column hat cone plate

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102628274A (en) * 2012-03-12 2012-08-08 中天建设集团有限公司 Construction method for foundation pad oblique angle of brick moulding bed combined wood mould
CN104420648A (en) * 2013-08-24 2015-03-18 浙江省东阳第三建筑工程有限公司 Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method
CN105822062A (en) * 2015-01-04 2016-08-03 中天建设集团有限公司 Single dip angle column cap lamination squared timber combination triangle ribbed slab support formwork method
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN106639306A (en) * 2017-01-22 2017-05-10 徐仁贵 Material-saving type inclination linking and supporting plate column cap wood formwork and construction method thereof
CN109537892A (en) * 2017-09-22 2019-03-29 上海宝冶集团有限公司 The fixed construction method of trapezoidal column hat cone plate

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111207

Termination date: 20120329