CN202467170U - Aluminum alloy rising template system - Google Patents

Aluminum alloy rising template system Download PDF

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Publication number
CN202467170U
CN202467170U CN2012200712996U CN201220071299U CN202467170U CN 202467170 U CN202467170 U CN 202467170U CN 2012200712996 U CN2012200712996 U CN 2012200712996U CN 201220071299 U CN201220071299 U CN 201220071299U CN 202467170 U CN202467170 U CN 202467170U
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CN
China
Prior art keywords
template
soaring
support
aluminium
supported
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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 - Lifetime
Application number
CN2012200712996U
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Chinese (zh)
Inventor
张进
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.)
QINGDAO ALULITE FORMS CO Ltd
Original Assignee
QINGDAO ALULITE FORMS 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 QINGDAO ALULITE FORMS CO Ltd filed Critical QINGDAO ALULITE FORMS CO Ltd
Priority to CN2012200712996U priority Critical patent/CN202467170U/en
Application granted granted Critical
Publication of CN202467170U publication Critical patent/CN202467170U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model provides an aluminum alloy rising template system, which has the advantages of convenience in use, low cost and construction speed improvement. According to the technical scheme, the aluminum alloy rising template system is characterized by consisting of a template (1) supported by an aluminum I-shaped beam, an inclined support (2), a rising bracket (3), an upper construction platform (4) and a lower working platform (5), wherein the inclined support (2) is connected with the template (1) supported by the aluminum I-shaped beam and the rising bracket (3); the upper construction platform (4) is located at the upper part of the template (1) supported by the aluminum I-shaped beam, and is supported by a supporting column arranged on the template (1) supported by the aluminum I-shaped beam; and the lower working platform (5) is located below the rising bracket (3) and is connected with the rising bracket (3) through a connecting rod.

Description

The aluminium alloys template system that rises
Technical field
The utility model belongs to soaring plate device field, the soaring template system of especially a kind of aluminium alloys easy to use, with low cost and the raising speed of application.The soaring template system of aluminium alloys is mainly used in concrete wall, dam, bridge pier, concrete retaining wall, cooling tower, tunnel and the underground leakage preventing structure that does not have laminate.
BackgroundTechnology
At present, soaring template adopts steel work mostly, and the problem of existence is that weight is big, assembling difficulty, cost are high, repeatedly repeat dismounting, speed of application is slow.
The utility model content
The utility model purpose provides a kind of easy to use, with low cost and improve speed of application " safety, efficient, saving, environmental protection " aluminium alloys soaring template system.
The technical scheme of the utility model is: the aluminium alloys template system that rises; It is characterized in that forming by template (1), bearing diagonal (2), soaring support (3), top operation platform (4) and the below working platform (5) of the support of aluminium i beam; Wherein, Bearing diagonal (2) connects template (1) and the soaring support (3) that the aluminium i beam supports; Top operation platform (4) is positioned at the top of the template (1) that the aluminium i beam supports and is supported by the support column that is arranged on the template (1) that the aluminium i beam supports, and below working platform (5) is positioned at the below of soaring support (3) and is connected with soaring support (3) through connecting rod.
Said soaring support (3) is provided with sliding bottom and lead screw.
The effect of the utility model is: the aluminium alloys template system that rises, form by template, bearing diagonal, soaring support, top operation platform and below working platform that the aluminium i beam supports.Soaring support is provided with sliding bottom and lead screw.
Sliding bottom and lead screw that soaring system is had make template, brace summer, and bearing diagonal and construction bracket can move 550mm backward, are convenient to the workman like this and use back cleaning template, fixedly the perhaps wooden frame of pre-buried necessity of reinforcing bar.
Soaring system can be connected in safely to have no on the concrete wall and rock, and can play safe supporting role, can guarantee entire bracket safety, firm.
The major function of operation platform support is the operating platform that a safety is provided for construction.
For the sizable structure of fund input, the application of this cover system definitely can let construction cost that a very big reduction is arranged.
Speed of application obviously improves, and once builds the construction that just can accomplish underground all bodies of wall.
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
Aluminium alloys has higher recovery value.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Soaring setting drawing when Fig. 2 is the utility model use;
Positioner figure when Fig. 3 is the utility model use.
The specific embodiment
Among Fig. 1; The aluminium alloys template system that rises; Template 1, bearing diagonal 2, soaring support 3, top operation platform 4 and below working platform 5 by the aluminium i beam supports are formed; Wherein, bearing diagonal 2 connects the template 1 and soaring support 3 that the aluminium i beams support, and top operation platform 4 is positioned at the top of the template 1 that the aluminium i beam supports and is supported by the support column that is arranged on the template 1 that the aluminium i beam supports; Below working platform 5 is positioned at the below of soaring support 3 and is connected with soaring support 3 through connecting rod, and soaring support 3 is provided with sliding bottom and lead screw.
When using, the utility model need carry out through location cone 6, soaring cone 7 and positioning screw 8.
Among Fig. 2, location cone 6 is used for using with the built-in fitting collocation, and locatees soaring cone with this.Flange nut is fastening and be connected on the cone of location veneer, and is each when using the location cone, use a new plastics tapered sleeve in case after building easily with its back-out.Soaring template is suspended in midair through soaring cone 7 layer by layer, and each the lifting all needs itself and the predefined hitch point of location cone are tightened.
Among Fig. 3, positioning screw is made up of high strength screw mandrel 9, stiffener 8 and nut, and positioning screw can bear enough big power, guarantees the safety of system.
The method for using of the utility model is: build for the first time, support concrete pressure with pre embedded bolt or Screw arbor with nut at both-ends, fix the critical piece of built-in fitting as tension simultaneously, for ensuing lifting is prepared.
When promoting for the first time, (outward) wall bracket in using first, and be fixed on the built-in fitting in the concrete of building.
When promoting for the second time, assemble operation platform, remove castle nut and soaring cone, simultaneously, fill the hole that soaring cone stays with concrete, after promoting for the second time, a complete operating process has just been accomplished.

Claims (2)

1. the soaring template system of aluminium alloys; It is characterized in that forming by template (1), bearing diagonal (2), soaring support (3), top operation platform (4) and the below working platform (5) of the support of aluminium i beam; Wherein, Bearing diagonal (2) connects template (1) and the soaring support (3) that the aluminium i beam supports; Top operation platform (4) is positioned at the top of the template (1) that the aluminium i beam supports and is supported by the support column that is arranged on the template (1) that the aluminium i beam supports, and below working platform (5) is positioned at the below of soaring support (3) and is connected with soaring support (3) through connecting rod.
2. the aluminium alloys according to claim 1 template system that rises is characterized in that said, soaring support (3) is provided with sliding bottom and lead screw.
CN2012200712996U 2012-03-01 2012-03-01 Aluminum alloy rising template system Expired - Lifetime CN202467170U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200712996U CN202467170U (en) 2012-03-01 2012-03-01 Aluminum alloy rising template system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200712996U CN202467170U (en) 2012-03-01 2012-03-01 Aluminum alloy rising template system

Publications (1)

Publication Number Publication Date
CN202467170U true CN202467170U (en) 2012-10-03

Family

ID=46915337

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012200712996U Expired - Lifetime CN202467170U (en) 2012-03-01 2012-03-01 Aluminum alloy rising template system

Country Status (1)

Country Link
CN (1) CN202467170U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100361A (en) * 2017-03-20 2017-08-29 广州珠江工程建设监理有限公司 Inner support aluminum dipping form device and its installation method are climbed outside a kind of
CN108571001A (en) * 2018-05-17 2018-09-25 福建省惠东建筑工程有限公司 A kind of alter-pouring strips mould plate and its supporting process
CN109056784A (en) * 2018-07-26 2018-12-21 浙江广辉建设有限公司 A kind of construction method of steady type lattice guest's gabion baffling

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100361A (en) * 2017-03-20 2017-08-29 广州珠江工程建设监理有限公司 Inner support aluminum dipping form device and its installation method are climbed outside a kind of
CN108571001A (en) * 2018-05-17 2018-09-25 福建省惠东建筑工程有限公司 A kind of alter-pouring strips mould plate and its supporting process
CN109056784A (en) * 2018-07-26 2018-12-21 浙江广辉建设有限公司 A kind of construction method of steady type lattice guest's gabion baffling
CN109056784B (en) * 2018-07-26 2020-12-08 浙江广辉建设有限公司 Construction method of stable gabion retaining wall

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CX01 Expiry of patent term
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Granted publication date: 20121003