CN204644884U - High pier over-form construction reinforced bar installs mobile stock - Google Patents

High pier over-form construction reinforced bar installs mobile stock Download PDF

Info

Publication number
CN204644884U
CN204644884U CN201520333385.3U CN201520333385U CN204644884U CN 204644884 U CN204644884 U CN 204644884U CN 201520333385 U CN201520333385 U CN 201520333385U CN 204644884 U CN204644884 U CN 204644884U
Authority
CN
China
Prior art keywords
platform
column
collar tie
stock
pier
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
CN201520333385.3U
Other languages
Chinese (zh)
Inventor
姜海
涂亮
张青
刘伟
黄敏
彭有维
马鸿波
郭昊
杨景
周全标
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.)
Kunming Railway Construction Co Ltd Of Zhong Tiebaju Group
Kunming Railway Construction Co of China Railway No 8 Engineering Group Co Ltd
Original Assignee
Kunming Railway Construction Co Ltd Of Zhong Tiebaju Group
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 Kunming Railway Construction Co Ltd Of Zhong Tiebaju Group filed Critical Kunming Railway Construction Co Ltd Of Zhong Tiebaju Group
Priority to CN201520333385.3U priority Critical patent/CN204644884U/en
Application granted granted Critical
Publication of CN204644884U publication Critical patent/CN204644884U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of high pier over-form construction reinforced bar and mobile stock is installed, belong to technical field of bridge construction, comprise collar tie beam, column, platform beams, diagonal brace, shield posts, protection level railing, platform springboard and stock move suspension hook, described collar tie beam comprises and is supported in top layer around pier shaft and turns over support collar tie beam on mould template adpting flange plate, and correspondence is located at the top beam above support base collar tie beam, described column is spaced along pier shaft and is connected between support base collar tie beam and top beam, on described column, be fixed with described platform beams respectively down, and be also connected with described diagonal brace between lower platform crossbeam and column, on, lower platform crossbeam is supported with respectively described platform springboard, on, lower platform crossbeam is connected with shield posts between outer end, column top described in some is also provided with described stock and moves suspension hook.The utility model, by changing structure and the mounting means of stock, improves stability and the safety of stock.

Description

High pier over-form construction reinforced bar installs mobile stock
Technical field
The utility model belongs to technical field of bridge construction, particularly relates to high pier over-form construction.
Background technology
High pier adopts over-form construction usually, three groups of vertical sections templates are formed turns over mould template system, turn over the mould last time at every turn and to build below pier shaft two sections templates in top layer template, form the template that next pier shaft turns over mould sections, and before carrying out next pier shaft and turning over mould sections model sheetinstallat, first must carry out the installation colligation of next pier shaft sections reinforcing bar, owing to there is no outrigger in over-form construction, personnel do not have the job platform of reinforcement installation colligation, and reinforcement installation moves stock and provides a job platform and security protection for operating personnel carries out reinforcement installation colligation in high-altitude exactly.
Current in high pier over-form construction, common reinforcement installation colligation job platform has three kinds: 1, utilize and turn over mould and pier shaft and reserve pin-and-hole or directly utilize and turn over mould and install rod iron latch to pulling eye, bottom steel welding is connected into a framework, on framework, double scaffold tubes is set up in welding, plug-in safety net, scaffold tubes frame arranges upper and lower two job platforms, the general 12m of frame pipe height, four jacks and wire rope is utilized upwards to promote time mobile, after putting in place, latch is installed, structural steel frame falls within latch, removes jack Hoisting System; 2, Thin-wall Hollow Pier utilization is first turned over mould and is connect high internal mold, and the mobile stock be connected into by steel welding hangs on internal mold top, and operating personnel carries out reinforcement installation colligation by upper lower platform; 3, utilize the back cord turning over mould, the column of the mobile stock be connected into by steel welding directly drops on top layer and turns on mould back cord, and personnel carry out reinforcement installation colligation by upper and lower job platform.
There is shortcoming, method 1 in above-mentioned three kinds of methods: mobile stock height is higher, poor stability, and mobile by jack lifting, translational speed is slow, length consuming time, and during installation latch, danger is larger; Method 2: mobile stock is placed in internal mold top by top cross-bar, and job platform is suspended structure, and wind resistance is poor, poor stability, easily causes the imbalance to side load, poor stability.Method 3: mobile stock column is directly placed in and turns on mould back cord, and contact surface is little, and wind resistance is poor, causes stock to be moved by force unbalance in operation process, and stability and safety are not fine.
Utility model content
The purpose of this utility model is: in the high pier over-form construction of prior art, reinforcement installation colligation move stock form of structure and with the connected mode of fixedly turning over mould section or pier shaft, less stable, wind resistance and the poor performance of bearing out-of-balance force, safety is not fine, this patent, by changing structure and the mounting means of stock, improves stability and the safety of stock.
The purpose of this utility model is realized by following technical proposals:
A kind of high pier over-form construction reinforced bar installs mobile stock, comprise collar tie beam, column, platform beams, diagonal brace, shield posts, protection level railing, platform springboard and stock move suspension hook, described collar tie beam comprises and is supported in top layer around pier shaft and turns over support collar tie beam on mould template adpting flange plate, and correspondence is located at the top beam above support base collar tie beam, described column is spaced along pier shaft and is connected between support base collar tie beam and top beam, on described column, be fixed with described platform beams respectively down, and be also connected with described diagonal brace between lower platform crossbeam and column, on, lower platform crossbeam is supported with respectively described platform springboard, on, lower platform crossbeam is connected with shield posts between outer end, protection level railing is provided with between shield posts, column top described in some is also provided with described stock and moves suspension hook.
As selection, bottom described support collar tie beam, loopful and top layer turn over mould template adpting flange plate and contact, and the inside casing size supporting collar tie beam is large compared with pier shaft cross section, and housing edge is large compared with turning over mould flanged plate, while column comparatively support at the bottom of collar tie beam and extend downwards.
As selection, between described column, be also provided with reinforcement connecting rod.
As selection, described upper mounting plate crossbeam is fixed on top beam position.
As selection, support collar tie beam, column, platform beams, diagonal brace, shield posts are equal leg angle, and reinforcement connecting rod is round steel, and safe fence is round steel, and suspension hook is that circular steel cold bending is made, and platform springboard is plank.
The main scheme of aforementioned the utility model and each further selection scheme thereof can independent assortment to form multiple scheme; be the utility model can adopt and claimed scheme: as the utility model; each selection can select any combination with other; those skilled in the art can understand there is multiple combination according to prior art and common practise after understanding the present invention program; be the claimed technical scheme of the utility model, do not do exhaustive at this.
The beneficial effects of the utility model: this patent supports together collar tie beam carry all loads on stock and deadweight by moving in reinforcement installation colligation stock arranges, bottom collar tie beam, loopful and top layer turn over mould template adpting flange plate and contact, contact surface is larger, the inside casing size supporting collar tie beam is large compared with pier shaft cross section, housing edge is large compared with turning over mould flanged plate, stock column comparatively supports at the bottom of collar tie beam and extends downwards simultaneously, form a gag lever post, mobile stock is stuck in upper one to turn over mould sections top layer and turn on mould, make the stability of stock and safety better.The reinforcement installation that improves this patent moves stability, the safety of stock.
Accompanying drawing explanation
Fig. 1 is the structural representation that the utility model embodiment moves stock;
Fig. 2 is that the pier shaft of the utility model embodiment indulges bridge floor stock installation drawing;
Fig. 3 is the pier shaft cross-bridges surface cover frame installation drawing of the utility model embodiment;
Fig. 4 is the pier shaft plane surface cover frame installation drawing of the utility model embodiment;
In figure, 1 support collar tie beam 2, column 3, top beam 4, platform beams 5, diagonal brace 6, shield posts 7, strengthen connecting rod 8, safe fence 9, platform springboard 10, stock move suspension hook 11, turn over mould top section 12 turn over mould stage casing, 13, turn over mould hypomere.
Detailed description of the invention
Below in conjunction with specific embodiments and the drawings, the utility model is further described.
Shown in 4, a kind of high pier over-form construction reinforced bar installs mobile stock, comprise collar tie beam, column 2, platform beams 4, diagonal brace 5, shield posts 6, platform springboard 9 and stock move suspension hook 10, collar tie beam comprises and is supported in top layer around pier shaft and turns over support collar tie beam 1 on mould template adpting flange plate, and correspondence is located at the top beam 3 above support base collar tie beam 1, column 2 is spaced along pier shaft and is connected between support base collar tie beam 1 and top beam 3, on column 2, be fixed with platform beams 4 respectively down, and be also connected with diagonal brace 5 between lower platform crossbeam and column 2, on, lower platform crossbeam 4 is supported with platform springboard 9 respectively, upper mounting plate crossbeam 4 is fixed on top beam 3 position, on, lower platform crossbeam 4 is connected with shield posts 6 between outer end, safe fence 8 (protection level railing) is also provided with between shield posts 6, also be provided with between column 2 and strengthen connecting rod 7, some column 2 top is also provided with stock and moves suspension hook 10.The present invention supports together collar tie beam 1 carry all loads on stock and deadweight by moving in reinforcement installation colligation stock arranges, as selection, as shown in this embodiment, support loopful bottom collar tie beam 1 to turn over mould template adpting flange plate with top layer and contact, contact surface is larger, support inside casing size comparatively large more than the 2cm in every limit, pier shaft cross section of collar tie beam 1, housing edge comparatively turns over large about the 1cm of mould flanged plate, simultaneously column 2 comparatively supports collar tie beam 1 end and extends 40cm downwards, form a gag lever post, mobile stock is stuck in upper one to turn over mould sections top layer and turn on mould, make the stability of stock and safety better.Support collar tie beam 1, column 2, platform beams 4, diagonal brace 5, shield posts 6 are the equal leg angle of ∠ 75 × 75 × 6mm, strengthen the round steel that connecting rod 7 is Φ 25mm, safe fence 8 is Φ 16 round steel, stock moves suspension hook 10 and makes for Φ 25mm circular steel cold bending, for alleviating stock weight, platform springboard is 5cm plank.
The utility model implementation step:
See Fig. 1 to 4,1, the equal leg angle 2 of ∠ 75 × 75 × 6mm, the equal leg angle 3 of ∠ 75 × 75 × 6mm, the equal leg angle 4 of ∠ 75 × 75 × 6mm, the equal leg angle 5 of ∠ 75 × 75 × 6mm, the equal leg angle 6 of ∠ 75 × 75 × 6mm, the equal leg angle 7 of ∠ 75 × 75 × 6mm, Φ 25mm round steel 8, Φ 16 round steel 9,5cm plank 10, Φ 25mm suspension hook.
The first step, according to pier shaft structure and turn over the blue plate frame size of modulus method, determines the size of each component of mobile stock and quantity carries out on-the-spot blanking in conjunction with turning over mould sections template vertical merogenesis height.
Second step, setting-out splicing support base collar tie beam and top beam complete welding.
3rd step, assembling column, foundation ring beam and top beam, welded node and connected.
4th step, welding lower platform crossbeam and triangle inclined strut, welding upper mounting plate crossbeam.
5th step, welding shield posts, welds upper and lower platform beams with shield posts.
6th step, Welding Safety protective fence reinforcing bar, column reinforcement connecting reinforcement and suspension hook, lay platform walkway board and welded reinforcement is fixed.
7th step, to winch to completed upper one with tower turned crane and turns over mould sections top layer template top and install by stock.
8th step, reinforcing bar operating personnel carries out reinforcement installation colligation on platform, is hung down by mobile stock after completing, and carries out turning over mould and installs.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.

Claims (5)

1. a high pier over-form construction reinforced bar installs mobile stock, it is characterized in that: comprise collar tie beam, column, platform beams, diagonal brace, shield posts, protection level railing, platform springboard and stock move suspension hook, described collar tie beam comprises and is supported in top layer around pier shaft and turns over support collar tie beam on mould template adpting flange plate, and correspondence is located at the top beam above support base collar tie beam, described column is spaced along pier shaft and is connected between support base collar tie beam and top beam, on described column, be fixed with described platform beams respectively down, and be also connected with described diagonal brace between lower platform crossbeam and column, on, lower platform crossbeam is supported with respectively described platform springboard, on, lower platform crossbeam is connected with shield posts between outer end, protection level railing is provided with between shield posts, column top described in some is also provided with described stock and moves suspension hook.
2. high pier over-form construction reinforced bar as claimed in claim 1 installs mobile stock, it is characterized in that: bottom described support collar tie beam, loopful and top layer turn over mould template adpting flange plate and contact, the inside casing size supporting collar tie beam is large compared with pier shaft cross section, and housing edge is large compared with turning over mould flanged plate, column comparatively supports at the bottom of collar tie beam and extends downwards simultaneously.
3. high pier over-form construction reinforced bar as claimed in claim 1 installs mobile stock, it is characterized in that: be also provided with reinforcement connecting rod between described column.
4. high pier over-form construction reinforced bar as claimed in claim 1 installs mobile stock, it is characterized in that: described upper mounting plate crossbeam is fixed on top beam position.
5. high pier over-form construction reinforced bar as claimed in claim 1 installs mobile stock, it is characterized in that: support collar tie beam, column, platform beams, diagonal brace, shield posts are equal leg angle, reinforcement connecting rod is round steel, safe fence is round steel, suspension hook is that circular steel cold bending is made, and platform springboard is plank.
CN201520333385.3U 2015-05-22 2015-05-22 High pier over-form construction reinforced bar installs mobile stock Active CN204644884U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520333385.3U CN204644884U (en) 2015-05-22 2015-05-22 High pier over-form construction reinforced bar installs mobile stock

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520333385.3U CN204644884U (en) 2015-05-22 2015-05-22 High pier over-form construction reinforced bar installs mobile stock

Publications (1)

Publication Number Publication Date
CN204644884U true CN204644884U (en) 2015-09-16

Family

ID=54097642

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520333385.3U Active CN204644884U (en) 2015-05-22 2015-05-22 High pier over-form construction reinforced bar installs mobile stock

Country Status (1)

Country Link
CN (1) CN204644884U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105887685A (en) * 2016-04-18 2016-08-24 中铁港航局集团有限公司 Railway high pier body template and scaffold integrated turnover formwork segmental construction method
CN106065572A (en) * 2016-06-17 2016-11-02 四川公路桥梁建设集团有限公司 A kind of method utilizing movable outrigger to realize the square pier quick location and installation of main muscle
CN110820569A (en) * 2019-10-28 2020-02-21 同济大学 Liftable suspension platform device for rollover construction and working method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105887685A (en) * 2016-04-18 2016-08-24 中铁港航局集团有限公司 Railway high pier body template and scaffold integrated turnover formwork segmental construction method
CN106065572A (en) * 2016-06-17 2016-11-02 四川公路桥梁建设集团有限公司 A kind of method utilizing movable outrigger to realize the square pier quick location and installation of main muscle
CN110820569A (en) * 2019-10-28 2020-02-21 同济大学 Liftable suspension platform device for rollover construction and working method thereof
CN110820569B (en) * 2019-10-28 2021-05-11 同济大学 Liftable suspension platform device for rollover construction and working method thereof

Similar Documents

Publication Publication Date Title
CN102213033B (en) The method of construction of wind-driven generator mixing pylon
CN103643800B (en) The erection & lift system of buckling-restrained bracing member and construction method thereof
CN204644884U (en) High pier over-form construction reinforced bar installs mobile stock
CN106939707B (en) A kind of restricted clearance large-scale steel structure supporting platform from method for improving
CN103935911B (en) Tower crane attached wall supporting construction and construction method thereof
CN105442839A (en) Erecting method of cantilever structure formwork bent
CN205772984U (en) A kind of hanging apparatus of monolithic steel truss
CN103122691A (en) Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method
CN206692235U (en) A kind of steel structure dome lifts by crane erecting device
CN109826082B (en) Construction method for installing decorative structure in multi-tower combined space of cable-stayed bridge
CN105804400A (en) Hoisting construction method of curved truss
CN204282803U (en) To encorbelment formwork structure for mounting platform
CN203654754U (en) Double-layered overhanging type discharging platform
CN106337589B (en) Adjustable frustum of a cone class Hold Ceiling lift umbrella shape load steel structure and its construction method
CN205741942U (en) A kind of great cantilever chooses arm pier cap beam segmental timbering
CN202658590U (en) Integral assembled drilling platform
CN209874434U (en) Simple and easy scaffold frame of encorbelmenting of building high latitude
CN203654702U (en) Operating platform for construction of reinforced concrete chimney
CN109372242B (en) Elevator shaft construction safety lifting platform device and using method
CN105350698A (en) Large-span dome installation construction method
CN202689494U (en) Elevator shaft template support
CN101709344B (en) Method for hoisting terrace for furnace top raw gas pipeline
CN202611250U (en) Concreting platform for concrete filled steel tube column
CN105952129B (en) A kind of elevator combined type entirety lifting operation platform and its construction method
CN205296804U (en) Protection cage structure in elevartor shaft

Legal Events

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