CN204818565U - Pressure steel pipe stiffening ring installation tension sleeve device - Google Patents

Pressure steel pipe stiffening ring installation tension sleeve device Download PDF

Info

Publication number
CN204818565U
CN204818565U CN201520597621.2U CN201520597621U CN204818565U CN 204818565 U CN204818565 U CN 204818565U CN 201520597621 U CN201520597621 U CN 201520597621U CN 204818565 U CN204818565 U CN 204818565U
Authority
CN
China
Prior art keywords
stiffening ring
cranse
steel pipe
tension sleeve
pressure steel
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.)
Active
Application number
CN201520597621.2U
Other languages
Chinese (zh)
Inventor
成自飞
魏玉荣
潘向阳
蒋萍
苏海
廖延晖
童玉龙
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 Ge Zhou Ba Group Is Second Project Co Ltd
China Gezhouba Group No 2 Engineering Co Ltd
Original Assignee
China Ge Zhou Ba Group Is Second Project 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 Ge Zhou Ba Group Is Second Project Co Ltd filed Critical China Ge Zhou Ba Group Is Second Project Co Ltd
Priority to CN201520597621.2U priority Critical patent/CN204818565U/en
Application granted granted Critical
Publication of CN204818565U publication Critical patent/CN204818565U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses pressure steel pipe stiffening ring installation tension sleeve device, including two piece at least parallels of each other and with treat tension sleeve that operation pressure steel pipe radian matees, respectively the dress at the connecting plate of two ends of tension sleeve, lie in parallel equidistant a plurality of locating plates of adorning on the tension sleeve between two connecting plates, the leveling board is equipped with respectively on a plurality of locating plate homonymy ends, have a plurality of connecting holes on the connecting plate, the bolt is equipped with on the connecting hole. The utility model discloses can solve the problem of any board thickness, different pipe diameters, different kinds of pressure steel pipe stiffening ring installation location, can solve the installation stiffening ring again and cause the mother metal injury and cause and do over again, improve the work efficiency in man -hour.

Description

Penstock stiffening ring installs cranse device
technical field:
The penstock stiffening ring that the utility model is applicable to penstock (straight tube, bend pipe, gradient tube) the stiffening ring installation exercise of any thickness of slab all kinds and caliber installs cranse device.
background technology:
At present, stiffening ring on pressure steel pipe of hydropower station installation is typically employed in spot welding triangle drift on steel pipe tube wall mother metal and, as interim frock, is cut off by triangle drift after stiffening ring installs, then with angle grinding machine polishing mother metal crator.This construction method has harmful effect to penstock mother metal performance, and crator of simultaneously polishing too increases artificial and auxiliary material use quantity, reduces penstock and makes work efficiency.
Also have in addition to adopt and constructed by penstock grout leaking hole mounting and positioning device, if stiffening ring does not arrange grout leaking hole, then this kind of mounting means cannot be constructed; This mounting means cannot carry out the installation exercise of bend pipe and transition penstock stiffening ring simultaneously, uses and has significant limitation.
utility model content:
The purpose of this utility model be can solve any thickness of slab to provide a kind of, different tube diameters, dissimilar penstock stiffening ring install location, can solve again and install stiffening ring and cause mother metal to injure and cause the problem of doing over again, the penstock stiffening ring improving work efficiency in man-hour installs cranse device.
The purpose of this utility model is achieved like this:
The utility model penstock stiffening ring installs cranse device, comprise at least two parallel to each other and with treat the cranse that operational pressure steel pipe radian mates, the connecting plate being contained in cranse two end respectively, to be positioned between two connecting plates parallel equidistant from the multiple location-plates be contained on cranse, leveling board is equipped with respectively in multiple location-plate homonymy termination, connecting plate there is multiple connecting hole, connecting hole is equipped with bolt.
(be advisable for 8-12) after pressing force outer diameter of steel pipes size carries out decile, by decile arc make same radian, etc. the utility model cranse device of chord length; Penstock outer wall stiffening ring position point is installed on by after the assembling of each cranse device, by the bolt that each cranse device connecting plate is arranged, it is fastening, cranse and penstock outer wall are fitted, stuck, carry out spot welding after then whole circle stiffening ring is installed and fix.After stiffening ring installation, unscrew each cranse device bolt, after taking off each cranse device, recycling.
The utility model apparatus structure dexterity is convenient, and weight is slim and graceful, effectively can solve when installing stiffening ring and cause mother metal injure to penstock outer wall temporary weld location-plate, has evaded the secondary that repairing penstock outer wall mother metal carries out and has done over again.The utility model device cranse pressing force outer wall of steel pipe diameter carries out decile making simultaneously, and cranse radian and outer wall of steel pipe are fitted completely, and cranse positioning precision high energy ensures stiffening ring installation quality.Cost of manufacture is low, and use safety is efficient, can reuse.Efficiently solve penstock bend pipe, gradient tube cannot adopt positioning tool to carry out installing the situation of stiffening ring, also solve and rely on conventional spot-welding equipment to assist the technique that stiffening ring damages mother metal is installed.
After the utility model is on probation, than adopting spot-welding equipment, the work efficiency that stiffening ring saves 3 times is installed, material economy 90%, artificial saving 50% consuming time; Than the mounting means adopting grout leaking hole mounting and positioning device, stiffening ring is installed and saves 50% work efficiency, artificial saving 30% consuming time.
accompanying drawing illustrates:
Fig. 1 is the utility model structural representation.
Fig. 2 is the A-A sectional view in Fig. 1.
Fig. 3 is the B-B sectional view in Fig. 1.
Fig. 4 is the top view of Fig. 1.
Fig. 5 is that the utility model uses schematic diagram.
Fig. 6 is the top view of Fig. 5.
detailed description of the invention:
See Fig. 1 ~ Fig. 4, the present embodiment penstock stiffening ring installs cranse device, comprise two parallel to each other and with treat cranse 1 that operational pressure steel pipe radian mates, be contained in the connecting plate 2 of cranse two end respectively, be positioned between two connecting plates parallel equidistant from the multiple location-plates 3 be contained on cranse.Multiple location-plate homonymy termination is equipped with leveling board 4 respectively.Connecting plate there is multiple connecting hole 5.Bolt 5 connecting hole is equipped with.
Above-mentioned cranse to be shaped pre-bending by thin band iron, and be main stressed and connecting elements, pre-bending radian is equal with outer diameter of steel pipes, and pressing force outer diameter of steel pipes makes after carrying out decile, and made cranse number connects equal with penstock outer wall girth afterwards.
Above-mentioned leveling board is welded on cranse location-plate, for leveling the levelness of stiffening ring is installed, keep all stiffening rings to be on a datum level.
Above-mentioned location-plate is welded on cranse, for supporting stiffening ring.
Above-mentioned connecting plate is welded in cranse two ends respectively, makes adjacent cranse firmly can connect into entirety by bolt.
See Fig. 5, Fig. 6, if secondary pressure steel pipe 6 outer diameter 6530mm, thickness of slab δ=30mm, tube coupling height 3000mm, arrange 3 layers of stiffening ring 7: ground floor stiffening ring center to tube coupling upper port is 500mm, second layer stiffening ring center to tube coupling upper port is 1500mm, and third layer stiffening ring center to tube coupling upper port is 2500mm.6 the utility model cranse devices 8 are adopted to assemble.
Penstock stiffening ring installs that cranse device makes, uses, program of removing is as follows:
(1) penstock stiffening ring installs the making of cranse device: utilize band iron, steel plate to process 6 penstock stiffening rings by accompanying drawing 1, Fig. 2 and install cranse devices, should be equal to or slightly less than penstock outer wall girth after each cranse girth carries out general assembly, but radian must be equal.The maximum piece weight 23.8Kg of single cranse device, all gross weight 142.8Kg after assembling.
(2) penstock stiffening ring installs the installation of cranse device: after penstock 6 longitudinal seam welding, tune have been justified, by the setting-out of stiffening ring 7 distributing line on penstock outer wall, then will be that under stiffening ring is installed, contact surface is benchmark with leveling board after each cranse general assembly, accurate adjustment penstock stiffening ring installs cranse device, make the penstock stiffening ring leveling board installed on cranse device all be positioned at stiffening ring and install lower contact surface center, penstock stiffening ring is installed after fastening pressure pipe stiffener ring installs all connecting bolts of cranse device and is installed stiffening ring.
(3) penstock stiffening ring installs the dismounting of cranse device: after stiffening ring spot welding completes, unscrew the bolt on cranse, cranse and penstock outer wall are come off, recycling.

Claims (1)

1. penstock stiffening ring installs cranse device, comprise at least two parallel to each other and with treat the cranse that operational pressure steel pipe radian mates, the connecting plate being contained in cranse two end respectively, to be positioned between two connecting plates parallel equidistant from the multiple location-plates be contained on cranse, leveling board is equipped with respectively in multiple location-plate homonymy termination, connecting plate there is multiple connecting hole, connecting hole is equipped with bolt.
CN201520597621.2U 2015-08-11 2015-08-11 Pressure steel pipe stiffening ring installation tension sleeve device Active CN204818565U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520597621.2U CN204818565U (en) 2015-08-11 2015-08-11 Pressure steel pipe stiffening ring installation tension sleeve device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520597621.2U CN204818565U (en) 2015-08-11 2015-08-11 Pressure steel pipe stiffening ring installation tension sleeve device

Publications (1)

Publication Number Publication Date
CN204818565U true CN204818565U (en) 2015-12-02

Family

ID=54676206

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520597621.2U Active CN204818565U (en) 2015-08-11 2015-08-11 Pressure steel pipe stiffening ring installation tension sleeve device

Country Status (1)

Country Link
CN (1) CN204818565U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110788258A (en) * 2019-11-06 2020-02-14 江苏旭辰交通科技发展有限公司 Method for processing cantilever beam butt joint type reinforcement cage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110788258A (en) * 2019-11-06 2020-02-14 江苏旭辰交通科技发展有限公司 Method for processing cantilever beam butt joint type reinforcement cage

Similar Documents

Publication Publication Date Title
CN104089089B (en) Pressure backfill type elasticity pipe laying method of construction
CN105715064A (en) Repairing and reinforcing method for reinforced concrete stock bin
CN204818565U (en) Pressure steel pipe stiffening ring installation tension sleeve device
CN103406733A (en) Method for fabricating great bridge arch rib
CN109332982B (en) Steel bar butt joint positioning device for pile foundation steel reinforcement cage machining and construction method
CN109570891B (en) High-precision, simple and convenient steel pipe butt joint device and steel pipe butt joint method
CN105421341B (en) A kind of large diameter pile foundation fabrication of reinforcing cage method
CN202825099U (en) Overhead pipeline aligning device
CN102926535A (en) Energy-saving waterproof tension screw and construction method using tension screw to locate basement concrete outer wall formwork
CN201271845Y (en) Rapid locating tool for changing pipeline flange
CN104863266A (en) Prefabricated high-ductility beam-column joint for box column and I-beam
CN104534188A (en) Large-diameter wound pipe and winding method thereof
CN204139622U (en) Adjustable segmented column steel bar positioning fixture
CN201972312U (en) Vertical steel bar positioning device in slip-forming construction
CN209793010U (en) High-precision, simple and convenient steel pipe butt joint device
CN204200247U (en) Tunnel Second Lining steel bar positioning frame
CN103278009A (en) Barrel connecting method without support
CN202787020U (en) Road engineering dowel bar localizer
JP2009215801A (en) Method of partially repairing main pole member of existing hollow steel pipe tower
CN210597281U (en) Bridge pile foundation in-situ binding reinforcement cage deviation control die carrier
CN203699741U (en) Assembled type wall attaching device of tower crane
CN203890901U (en) External prestressing steel cable steering shoe-outer casing steering gear for bridge
CN203649773U (en) Opening alignment device for welding of water supply and sewerage steel pipe
CN207420574U (en) A kind of shield is missed the stop steelframe
CN207479661U (en) A kind of airplane parts processing High punch auxiliary device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant