CN203440840U - Cup-shaped formwork anti-floating device - Google Patents

Cup-shaped formwork anti-floating device Download PDF

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Publication number
CN203440840U
CN203440840U CN201320542453.8U CN201320542453U CN203440840U CN 203440840 U CN203440840 U CN 203440840U CN 201320542453 U CN201320542453 U CN 201320542453U CN 203440840 U CN203440840 U CN 203440840U
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CN
China
Prior art keywords
cup
shaped
template
shaped template
floating system
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN201320542453.8U
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Chinese (zh)
Inventor
胡景文
陈臻颖
何倩仪
汤少斌
严兆滔
余伟健
黄沛强
黄海权
陈煜文
江德权
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Di-Er Construction & Engineering Co Ltd
Original Assignee
Guangzhou Di-Er Construction & Engineering Co Ltd
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 Guangzhou Di-Er Construction & Engineering Co Ltd filed Critical Guangzhou Di-Er Construction & Engineering Co Ltd
Priority to CN201320542453.8U priority Critical patent/CN203440840U/en
Application granted granted Critical
Publication of CN203440840U publication Critical patent/CN203440840U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a cup-shaped formwork anti-floating device. The cup-shaped formwork anti-floating device comprises at least one anchoring component and at least one compressing component, wherein the anchoring component is fixed on a bearing platform steel formwork, the compressing component is transversely arranged above a cup-shaped formwork, and the compressing component is fixedly connected with the anchoring component to tightly press the cup-shaped formwork. The cup-shaped formwork anti-floating device can prevent the cup-shaped formwork from floating and deviating when concrete is poured to a bearing platform, and is simple in structure, low in construction difficulty, and convenient, fast and stable to construct.

Description

A kind of cup-shaped template anti-floating system
Technical field
The utility model relates to a kind of cup-shaped template anti-floating system, belongs to Foundation Design technical field.
Background technology
In the cushion cap of Pile-supported stand foundation, there is the preformed hole of two installation steel pipe columns, so will place two unsettled cup section mould plates when template is installed, will note like this floating of glass section mould plate, off normal problem when template is installed and when concreting in the middle of cushion cap template.For this reason, when template is installed, just should carry out a glass section mould plate anti-floating, anti-off normal measure, make building cushion cap and can stop concrete time the error of cushion cap preformed hole, effectively guarantee the Forming Quality of cushion cap.The method of employing is at present, when cushion cap template is installed, on cup section mould plate, with plank, is connected with peripheral cushion cap template, and nail stickfast, keeps the position of cup section mould plate not to be offset; Meanwhile, steel wire on anchor on muscle at the bottom of cushion cap, guarantees that with this glass section mould plate has anti-floating ability.But with plank fixed cup section mould plate, easy unstability; Muscle at the bottom of steel wire anchor, anti-floating process is easy unstability also, and the reason that produces this situation is: with plank fixed cup section mould plate, the fixation of nail itself is inadequate, and cup section mould plate is larger, and buoyancy is also large, the easy unstability of template position.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of cup-shaped template anti-floating system, and it can prevent the unsteady and off normal of cup section mould plate when cushion cap concreting, and simple in structure, in construction, difficulty is low, convenient, firm.
For solving above technical problem, the utility model has adopted following technical scheme:
A kind of cup-shaped template anti-floating system, comprise at least one anchor part and at least one compacting part, described anchor part is fixed in pile cap steel template, and described compacting part is horizontally set on cup-shaped template top, described compacting part is fixedly connected with anchor part, and described cup-shaped template is compressed.
Described compacting part arranges in pairs along horizontal and vertical difference above cup-shaped template, retrains more effectively, and firmly stable degree is more guaranteed, makes cup-shaped template have stronger anti-floating, anti-off normal ability.
Described anchor part is L shaped reinforcing bar, and described L shaped reinforcing bar comprises long muscle and short muscle, described short muscle and the welding of described cushion cap, and anchor part is fixed whole anti-floating system.
Described long muscle end is fixedly connected with screw rod, has the hole of matching with described screw rod on described compacting part, and described screw rod passes described hole, and is fixedly connected with described compacting part by nut, easy accessibility, and easily, convenient, stable degree is high in construction.
Described compacting part is steel pipe, constructs more convenient, retrains more effectively, and firmly stable degree is more guaranteed.
Adopt above technical scheme, the obtained beneficial effect of the utility model is:
A kind of cup-shaped template anti-floating system that the utility model provides, can prevent floating and off normal of when cushion cap concreting cup section mould plate, and simple in structure, in construction, difficulty is low, convenient, firm.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, technology of the present utility model is described in further detail:
Fig. 1 is the plan view of the cup-shaped template anti-floating system of the utility model;
Fig. 2 is the sectional view of A-A place shown in Fig. 1.
The specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, be set side by side with two cup-shaped templates 4 in cushion cap, an easy reinforced frame is set under cup section mould plate, support cup section mould plate is to design elevation.Cup-shaped template anti-floating system described in the utility model is arranged in described pile cap steel template, for being arranged on equally cup-shaped template 4 location of pile cap steel template, it comprises anchor part and compacting part, described anchor part is fixed in pile cap steel template, described compacting part is arranged on cup-shaped template 4 tops, and described compacting part is fixedly connected with anchor part.
Described anchor part comprises at least one L shaped reinforcing bar 1, described compacting part comprises at least one steel pipe 2, the present embodiment is provided with 12 steel pipes 2 and 6 L shaped reinforcing bars 1, two L shaped reinforcing bars 1 of every steel pipe 2 corresponding connections, steel pipe 2 is arranged on cup-shaped template 4 tops, steel pipe 2 transversely arranges two, two cup-shaped templates 4 are pushed down, longitudinally above above two cup-shaped templates 4, arrange respectively two, L shaped reinforcing bar 1 is arranged in pairs in the below, two ends of steel pipe 2, L shaped reinforcing bar 1 comprises vertically disposed long muscle 11 and short muscle 12, short muscle 12 is welded on the end muscle of cushion cap, the end welding screw rod 3 of long muscle 11, screw rod 3 is furnished with nut, on steel pipe 2, have the hole of matching with screw rod 3, screw rod 3 is through described hole, steel pipe 2 is fixedly connected with by described nut with screw rod 3.
Use steel pipe 2 as the horizontal restraint of cup section mould plate 4, construct more convenient, retrain more effective, and stable degree is more guaranteed, using that L shaped reinforcing bar 1 and screw rod 3 with nut be made into lock assembly as anchorage style, six steel pipes 2 are fully locked on glass section mould plate 4, have reached anti-floating, the anti-off normal ability of cup section mould plate the last 4.
Finally it should be noted that: these are only preferred embodiment of the present utility model; be not limited to the utility model; although the utility model is had been described in detail with reference to embodiment; for a person skilled in the art; its technical scheme that still can record aforementioned each embodiment is modified; or part technical characterictic is wherein equal to replacement; but all within spirit of the present utility model and principle; any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.

Claims (6)

1. a cup-shaped template anti-floating system, it is characterized in that: comprise at least one anchor part and at least one compacting part, described anchor part is fixed in pile cap steel template, described compacting part is horizontally set on cup-shaped template top, described compacting part is fixedly connected with anchor part, and described cup-shaped template is compressed.
2. cup-shaped template anti-floating system according to claim 1, is characterized in that: described compacting part arranges in pairs along horizontal and vertical difference above cup-shaped template.
3. cup-shaped template anti-floating system according to claim 1, is characterized in that: described anchor part is L shaped reinforcing bar.
4. cup-shaped template anti-floating system according to claim 3, is characterized in that: described L shaped reinforcing bar comprises long muscle and short muscle, described short muscle and the welding of described pile cap steel template.
5. cup-shaped template anti-floating system according to claim 4, it is characterized in that: described long muscle end is fixedly connected with screw rod, on described compacting part, have the hole of matching with described screw rod, described screw rod passes described hole, and is fixedly connected with described compacting part by nut.
6. according to the cup-shaped template anti-floating system described in any one in claim 1,2 or 5, it is characterized in that: described compacting part is steel pipe.
CN201320542453.8U 2013-09-02 2013-09-02 Cup-shaped formwork anti-floating device Expired - Fee Related CN203440840U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320542453.8U CN203440840U (en) 2013-09-02 2013-09-02 Cup-shaped formwork anti-floating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320542453.8U CN203440840U (en) 2013-09-02 2013-09-02 Cup-shaped formwork anti-floating device

Publications (1)

Publication Number Publication Date
CN203440840U true CN203440840U (en) 2014-02-19

Family

ID=50091905

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320542453.8U Expired - Fee Related CN203440840U (en) 2013-09-02 2013-09-02 Cup-shaped formwork anti-floating device

Country Status (1)

Country Link
CN (1) CN203440840U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339089A (en) * 2018-09-19 2019-02-15 中铁十六局集团城市建设发展有限公司 A kind of rim of a cup isolated footing cup core forming method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339089A (en) * 2018-09-19 2019-02-15 中铁十六局集团城市建设发展有限公司 A kind of rim of a cup isolated footing cup core forming method

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140219

Termination date: 20180902

CF01 Termination of patent right due to non-payment of annual fee