CN202064359U - Crossbeam wet-joint overhanging construction device - Google Patents
Crossbeam wet-joint overhanging construction device Download PDFInfo
- Publication number
- CN202064359U CN202064359U CN2011201524237U CN201120152423U CN202064359U CN 202064359 U CN202064359 U CN 202064359U CN 2011201524237 U CN2011201524237 U CN 2011201524237U CN 201120152423 U CN201120152423 U CN 201120152423U CN 202064359 U CN202064359 U CN 202064359U
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- Prior art keywords
- crossbeam
- tie rod
- wet
- steel pipe
- template
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Abstract
A crossbeam wet-joint overhanging construction device comprises a formwork and purlins. A steel tube is arranged on the crossbeam, the formwork and the purlins are installed on the steel tube through lashing strips, a ladder stand is hung on the steel tube, and an operating platform is fixed on the ladder stand. The lashing strips are round bar steel lashing strips and iron wire lashing strips, the formwork is made of wood, the wood formwork is hung and fixed on the steel tube through the round bar steel lashing strips and the iron wire lashing strips. The crossbeam wet-joint overhanging construction device is suitable for crossbeam wet-joint concrete constructions like a T-shaped beam of a connecting platform in a ship compartment section of a ship lift.
Description
Technical field
The utility model relates to a kind of power station building engineering construction device, the wet seam suspention of particularly a kind of crossbeam construction equipment.
Background technology
In the ship lift engineering construction of power station, chamber, ship railway carriage or compartment section need be built wet joint concrete between the beam after connecting platform T type crossbeam installation in position.Because wet joint concrete template need be suspended in the construction of crossbeam bottom, the operating personnel does not have the operating space, and traditional template formwork erection, reinforcement means are difficult to carry out.
Summary of the invention
Technical problem to be solved in the utility model provides the wet seam suspention of a kind of crossbeam construction equipment, satisfies the needs that wet joint concrete formwork erection is built between beam.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: the wet seam suspention of a kind of crossbeam construction equipment, comprise template and enclose Eurya plant, the steel pipe that is provided with on the crossbeam, template and enclose Eurya plant and be installed on the steel pipe by tie rod, cat ladder is suspended on the steel pipe, and cat ladder is fixed with operating platform.
Described tie rod is round steel tie rod, iron wire tie rod, and described template is a wooden form, and wooden form suspends in midair by round steel tie rod, iron wire tie rod and is fixed on the steel pipe.
The wet seam suspention of a kind of crossbeam of the utility model construction equipment, template is located by utilizing the iron wire tie rod it to be suspended on the steel pipe at crossbeam top in the wing plate bottom, at the diaphragm position by the reinforcing bar at wing plate place is pushed aside, the operating personnel enters the installation of carrying out template on the operating platform that suspends in midair the crossbeam bottom by the single cat ladder that hangs, the employing steel pipe on the steel pipe of back, is fit to the wet joint concrete construction of crossbeam with template suspension very much.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples:
Fig. 1 is the utility model scheme of installation;
Fig. 2 is that the A-A of Fig. 1 is to view;
Fig. 3 is that the B-B of Fig. 1 is to view;
Fig. 4 is that the C-C of Fig. 1 is to view.
The specific embodiment
The wet seam suspention of a kind of crossbeam construction equipment comprises template 1 and encloses Eurya plant, the steel pipe 3 that is provided with on the crossbeam 6, and template 1 and enclose Eurya plant and be installed on the steel pipe 3 by tie rod, cat ladder 5 is suspended on the steel pipe 3, and cat ladder 5 is fixed with operating platform 7.
Described tie rod is round steel tie rod 2, iron wire tie rod 4, and described template 1 is a wooden form, and wooden form suspends in midair by round steel tie rod 2, iron wire tie rod 4 and is fixed on the steel pipe 3.
Implementation step:
1), the thick wooden form 1 of 2.5cm encloses bracing or strutting arrangements reinforcings such as Eurya plant, tie rod by the setting of template construction usual manner.
2), operating platform 7 is the 5cm plank, is suspended in crossbeam 6 bottoms by single cat ladder 5, remove after the template installation.
3), the baffle plate place of crossbeam 6 establishes 2 pairs in φ 10 round steel tie rods and draws fixingly, the wing plate place establishes 14# iron wire tie rod 4 and reinforces.
4), the thick wooden form 1 of 2.5cm is suspended in by φ 10 round steel tie rods 2,14# iron wire tie rod 4 on φ 48 steel pipes 3 at top of crossbeam 6.
The wet seam suspention of the utility model crossbeam construction equipment is fit to the wet joint concrete construction of crossbeam, and for example: chamber, ship lift ship railway carriage or compartment section connects platform T type beam.
Claims (2)
1. the wet seam of crossbeam is suspended construction equipment in midair, comprise template (1) and enclose Eurya plant, crossbeam (6) is gone up the steel pipe (3) that is provided with, it is characterized in that: template (1) and enclose Eurya plant and be installed on the steel pipe (3) by tie rod, cat ladder (5) is suspended on the steel pipe (3), and cat ladder (5) is fixed with operating platform (7).
2. according to the wet seam suspention of the described a kind of crossbeam of claim 1 construction equipment, it is characterized in that: described tie rod is round steel tie rod (2), iron wire tie rod (4), described template (1) is a wooden form, and wooden form suspends in midair by round steel tie rod (2), iron wire tie rod (4) and is fixed on the steel pipe (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201524237U CN202064359U (en) | 2011-05-13 | 2011-05-13 | Crossbeam wet-joint overhanging construction device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011201524237U CN202064359U (en) | 2011-05-13 | 2011-05-13 | Crossbeam wet-joint overhanging construction device |
Publications (1)
Publication Number | Publication Date |
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CN202064359U true CN202064359U (en) | 2011-12-07 |
Family
ID=45058225
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011201524237U Expired - Fee Related CN202064359U (en) | 2011-05-13 | 2011-05-13 | Crossbeam wet-joint overhanging construction device |
Country Status (1)
Country | Link |
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CN (1) | CN202064359U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102817327A (en) * | 2012-09-20 | 2012-12-12 | 中铁八局集团第一工程有限公司 | Cat ladder device for steel tube arch bridge operation platform and building method of cat ladder device |
CN102900023A (en) * | 2012-10-31 | 2013-01-30 | 武船重型工程股份有限公司 | Combined operating platform |
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 |
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 |
-
2011
- 2011-05-13 CN CN2011201524237U patent/CN202064359U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102817327A (en) * | 2012-09-20 | 2012-12-12 | 中铁八局集团第一工程有限公司 | Cat ladder device for steel tube arch bridge operation platform and building method of cat ladder device |
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 |
CN102900023A (en) * | 2012-10-31 | 2013-01-30 | 武船重型工程股份有限公司 | Combined operating platform |
CN102900023B (en) * | 2012-10-31 | 2015-10-14 | 武船重型工程股份有限公司 | A kind of combined type working platform |
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 |
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Legal Events
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: 20111207 Termination date: 20200513 |
|
CF01 | Termination of patent right due to non-payment of annual fee |