CN202064359U - Crossbeam wet-joint overhanging construction device - Google Patents

Crossbeam wet-joint overhanging construction device Download PDF

Info

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
Authority
CN
China
Prior art keywords
crossbeam
tie rod
wet
steel pipe
template
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
CN2011201524237U
Other languages
Chinese (zh)
Inventor
侯建常
滕东海
汪文亮
孙昌忠
周雄
刘新清
沈岚
鲁盈
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.)
China Gezhouba Group Co Ltd
Original Assignee
China Gezhouba Group 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 China Gezhouba Group Co Ltd filed Critical China Gezhouba Group Co Ltd
Priority to CN2011201524237U priority Critical patent/CN202064359U/en
Application granted granted Critical
Publication of CN202064359U publication Critical patent/CN202064359U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

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

The wet seam suspention of crossbeam construction equipment
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).
CN2011201524237U 2011-05-13 2011-05-13 Crossbeam wet-joint overhanging construction device Expired - Fee Related CN202064359U (en)

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
CN202064359U true CN202064359U (en) 2011-12-07

Family

ID=45058225

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201524237U Expired - Fee Related CN202064359U (en) 2011-05-13 2011-05-13 Crossbeam wet-joint overhanging construction device

Country Status (1)

Country Link
CN (1) CN202064359U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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

Cited By (6)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN102392536B (en) Construction method for long-span hanging vestibule type template support system
CN201614738U (en) Support device for mould board assembly of steel reinforced concrete transfer beams
CN104631512A (en) Post-cast strip beam and slab construction method adopting formwork hanging method
CN202064359U (en) Crossbeam wet-joint overhanging construction device
CN103806593B (en) A kind of precast concrete
CN104060542B (en) Compound beam cable stayed bridge direction across bridge prestress application device and applying method thereof
CN203834373U (en) Lifting movement mold carriage trolley for box culvert side wall formwork
CN204299145U (en) For the operating platform that external climbing tower crane support frame is installed
CN102733608B (en) Construction method for spray head layer of granulation tower
CN205224288U (en) Connection node of reinforced concrete superposed beam and steel pipe column
CN203947421U (en) Compound beam cable stayed bridge direction across bridge prestress application device
CN203361427U (en) Novel hollow concrete floor plate
CN203113793U (en) Large formwork installation system of oblique structure
CN103046743A (en) High-rise conversion layer type steel concrete girder hanging type template supporting system and construction method
CN204001658U (en) A kind of movable hanging frame of installing for cornice decorative ceiling
CN103628411A (en) Upper-air tower-attaching cantilever type girder-lifting truss-hanging system in mountainous area
CN201284551Y (en) Suspension type simple platform for work high above ground
CN201511439U (en) System for integrally binding and hoisting box girder steel reinforcement framework
CN204000885U (en) Metro Deep Excavation concrete support hangs mould mould
CN201132941Y (en) Self floating lower carrying pole beam of moveable formwork
CN203200719U (en) Hanging type slope pouring template device
CN204960324U (en) Suspension type floor formwork support device
CN204002841U (en) A kind of outrigger formula mobile formwork for support of tunnel wall pouring construction
CN203755677U (en) Lower suspension hoisting type hoisting device for reinforced concrete floor construction
CN203684097U (en) Mountain overhead tower-attached cantilever type beam-lifting purlin-hoisting system

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