CN202416184U - Construction device for formwork for longitudinal wet joint of box girder - Google Patents

Construction device for formwork for longitudinal wet joint of box girder Download PDF

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Publication number
CN202416184U
CN202416184U CN2011205630273U CN201120563027U CN202416184U CN 202416184 U CN202416184 U CN 202416184U CN 2011205630273 U CN2011205630273 U CN 2011205630273U CN 201120563027 U CN201120563027 U CN 201120563027U CN 202416184 U CN202416184 U CN 202416184U
Authority
CN
China
Prior art keywords
construction
template
formwork
wet joint
offset plate
Prior art date
Application number
CN2011205630273U
Other languages
Chinese (zh)
Inventor
高环宇
张利国
张敬才
Original Assignee
中建七局第一建筑有限公司
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 中建七局第一建筑有限公司 filed Critical 中建七局第一建筑有限公司
Priority to CN2011205630273U priority Critical patent/CN202416184U/en
Application granted granted Critical
Publication of CN202416184U publication Critical patent/CN202416184U/en

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Abstract

The utility model discloses a construction device for a formwork for a longitudinal wet joint of a box girder. In the previous wet joint construction, a scaffold is usually built under a wet joint and is used for supporting a formwork at the wet joint, so that the safety and stability are low, the required quantity of steel pipes is large, and a lot of time and labor are also required in the process of building and dismantling the scaffold. The construction device for the formwork for the longitudinal wet joint of the box girder comprises a formwork (2) with turn buckles (1), wherein the turn buckles are connected with a cradle (5) which is provided with a winch (4) through lifting ropes (3); the cradle is connected with box frames (7) through connecting rods (6); a bamboo plywood (8) is arranged at the lower end of the formwork; battens (9) are arranged at the lower end of the bamboo plywood; and the formwork, the bamboo plywood and the battens are connected through hook bolts (10). The device is used for the construction of formworks for longitudinal wet joints.

Description

The vertically wet seam template construction device of case beam

Technical field:

the utility model relates to a kind of novel building construction equipment, is specifically related to the vertically wet seam template construction device of a kind of case beam.

Background technology:

are in wet seam construction in the past; Adopted is below wet seam, to set up scaffold more; Template in order to the support wet seam crossing; Not only safety, poor stability, and the demand pipe amount is bigger, in the process of setting up and dismantle scaffold, needs great amount of time and manpower.

Summary of the invention:

The purpose of the utility model provides a kind of scaffold that do not use, and can directly directly install and fix the vertically wet seam template construction device of case beam of template in wet seam bottom.

Above-mentioned purpose realizes through following technical scheme:

The vertically wet seam template construction device of a kind of case beam; Its composition comprises: the template that has flower basket bolt; Described flower basket bolt connects the reel cage that has winch through lifting rope, and described reel cage connects tank tower through connecting rod, and described template lower end is lined with the bamboo offset plate; Described bamboo offset plate lower end is lined with flitch, is connected with HOOK BOLTS between described template and described bamboo offset plate and the described flitch.

The vertically wet seam template construction device of described case beam; All has the hole of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt, and described shank of bolt is equipped with the PVC sleeve pipe.

Beneficial effect:

1. the utility model can make and need not set up scaffold below the wet seam, need not special lease and buy, and only need 3-5 people to construct, and have saved a large amount of construction costs.

Scaffold is not used in 2. the utility model, and the construction minimizing manpower consumption than has in the past saved a large amount of operating expenses, has improved work efficiency of workers and safety guarantee.

3. the utility model make things convenient for the eminence construction, reduce labour demand, improve the reliability and the safety of construction.

Description of drawings:

accompanying drawing 1 is the structural representation of this product.

accompanying drawing 2 is left views of accompanying drawing 1.

accompanying drawing 3 is structural representations of template in the accompanying drawing 1.

accompanying drawing 4 is working drawings of accompanying drawing 1.

accompanying drawing 5 is partial enlarged drawings of accompanying drawing 2.

The specific embodiment:

Embodiment 1:

The vertically wet seam template construction device of a kind of case beam; Its composition comprises: the template 2 that has flower basket bolt 1; Described flower basket bolt connects the reel cage 5 that has winch 4 through lifting rope 3, and described reel cage connects tank tower 7 through connecting rod 6, and described template lower end is lined with bamboo offset plate 8; Described bamboo offset plate lower end is lined with flitch 9, is connected with HOOK BOLTS 10 between described template and described bamboo offset plate and the described flitch.

Embodiment 2:

The vertically wet seam template construction device of embodiment 1 described case beam; All has the hole 11 of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt 12, and described shank of bolt is equipped with PVC sleeve pipe 13.

Embodiment 3:

The vertically wet seam template construction device of embodiment 1 or 2 described case beams shown in accompanying drawing 1, accompanying drawing 2, accompanying drawing 3 and accompanying drawing 4, is processed into template shown in the accompanying drawing 3 before the construction on the ground; After machining, template puts on screw rod, PVC sleeve pipe and flower basket bolt on the screw on the diagonal angle, PVC sleeve pipe on all the other 4 screw jackets in the HOOK BOLTS hole site; And use bolt; Show shown in 2 that like accompanying drawing each flower basket bolt all links to each other with a reel cage, after flower basket bolt and reel cage connect; Wheel is shaken on both sides simultaneously, and template synchronous is risen.When template rises to wet seam bottom, be shown in wet seam top like 4 in accompanying drawing and set up horizontal flitch, 2 flitches are one group, are used for fixing bolt, the chock piece in the flitch bottom, easy disassembly.

Claims (2)

1. the vertically wet seam template construction device of a case beam; Its composition comprises: the template that has flower basket bolt; It is characterized in that: described flower basket bolt connects the reel cage that has winch through lifting rope, and described reel cage connects tank tower through connecting rod, and described template lower end is lined with the bamboo offset plate; Described bamboo offset plate lower end is lined with flitch, is connected with HOOK BOLTS between described template and described bamboo offset plate and the described flitch.
2. the vertically wet seam template construction device of case beam according to claim 1; It is characterized in that: all have the hole of wearing HOOK BOLTS between described template and described bamboo offset plate and the described flitch; Described HOOK BOLTS comprises shank of bolt, and described shank of bolt is equipped with the PVC sleeve pipe.
CN2011205630273U 2011-12-29 2011-12-29 Construction device for formwork for longitudinal wet joint of box girder CN202416184U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205630273U CN202416184U (en) 2011-12-29 2011-12-29 Construction device for formwork for longitudinal wet joint of box girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205630273U CN202416184U (en) 2011-12-29 2011-12-29 Construction device for formwork for longitudinal wet joint of box girder

Publications (1)

Publication Number Publication Date
CN202416184U true CN202416184U (en) 2012-09-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205630273U CN202416184U (en) 2011-12-29 2011-12-29 Construction device for formwork for longitudinal wet joint of box girder

Country Status (1)

Country Link
CN (1) CN202416184U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900021A (en) * 2012-09-28 2013-01-30 中铁四局集团第一工程有限公司 Split mounting type bridge wet joint construction method
CN103306205A (en) * 2013-06-09 2013-09-18 中国十七冶集团有限公司 Construction method of longitudinal wet joint formwork of prefabricated T beam or box beam
CN103510466A (en) * 2013-10-11 2014-01-15 中铁十九局集团有限公司 Wet joint construction method of T-shaped beam bridge floor system
CN103758045A (en) * 2014-02-20 2014-04-30 中铁十局集团第三建设有限公司 Box girder wet joint formwork construction method under space limitation condition
CN107747282A (en) * 2017-11-24 2018-03-02 中铁十局集团第工程有限公司 On across both wired old bridge overall pulling down methods
CN109024241A (en) * 2018-07-31 2018-12-18 中国十七冶集团有限公司 A kind of prefabricated assembled arch box and attaching method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900021A (en) * 2012-09-28 2013-01-30 中铁四局集团第一工程有限公司 Split mounting type bridge wet joint construction method
CN103306205A (en) * 2013-06-09 2013-09-18 中国十七冶集团有限公司 Construction method of longitudinal wet joint formwork of prefabricated T beam or box beam
CN103510466A (en) * 2013-10-11 2014-01-15 中铁十九局集团有限公司 Wet joint construction method of T-shaped beam bridge floor system
CN103510466B (en) * 2013-10-11 2015-07-01 中铁十九局集团有限公司 Wet joint construction method of T-shaped beam bridge floor system
CN103758045A (en) * 2014-02-20 2014-04-30 中铁十局集团第三建设有限公司 Box girder wet joint formwork construction method under space limitation condition
CN103758045B (en) * 2014-02-20 2016-06-08 中铁十局集团第三建设有限公司 Box girder wet joint formwork construction method under space limitation condition
CN107747282A (en) * 2017-11-24 2018-03-02 中铁十局集团第工程有限公司 On across both wired old bridge overall pulling down methods
CN107747282B (en) * 2017-11-24 2019-03-01 中铁十一局集团第一工程有限公司 On across both wired old bridge overall pulling down methods
CN109024241A (en) * 2018-07-31 2018-12-18 中国十七冶集团有限公司 A kind of prefabricated assembled arch box and attaching method thereof

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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: 20120905

Termination date: 20131229