CN209636647U - The overhead pier column operation platform of assembled - Google Patents

The overhead pier column operation platform of assembled Download PDF

Info

Publication number
CN209636647U
CN209636647U CN201920110337.6U CN201920110337U CN209636647U CN 209636647 U CN209636647 U CN 209636647U CN 201920110337 U CN201920110337 U CN 201920110337U CN 209636647 U CN209636647 U CN 209636647U
Authority
CN
China
Prior art keywords
frame body
support
operation platform
inside casing
outline border
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
CN201920110337.6U
Other languages
Chinese (zh)
Inventor
史法鹏
徐高峰
袁明慧
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201920110337.6U priority Critical patent/CN209636647U/en
Application granted granted Critical
Publication of CN209636647U publication Critical patent/CN209636647U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a kind of overhead pier column operation platforms of assembled, comprising: braced frame, the braced frame include: support outline border, support inside casing and coupling beam, the support outline border and/or the support inside casing upper stud;It walks guidance tape, at least one is offered on the walking guidance tape and climbs mouth;And, the ladder stand being erected at the climbing mouth, the ladder stand includes: the first terraced body and the second terraced body for being articulated with the described first terraced body, the bottom end of described first terraced body is connected to the walking guidance tape, top connection is located above the coupling beam, and the described second terraced body, which may be reversed, to be overlapped in the coupling beam and close to the support inside casing.Take tearing open by operation platform integral module, has saved and manually built cost, it is more convenient to take the process of tearing open, construction efficiency is improved, and operation platform is overall structure, stability and safety are higher, and can be repeatedly used in turn, there is higher economic benefit.

Description

The overhead pier column operation platform of assembled
Technical field
The utility model relates to technical field of road construction, in particular to a kind of overhead pier column operation platform of assembled.
Background technique
With the popularization and application of automobile, the traffic pressure in city is also increasing, and since overpass can make full use of City space has very significant effect for alleviating urban traffic blocking, improving urban traffic environment, therefore in city It is widely used.
Overpass is supported the road surface to be formed and have cause by high and low by pier stud, therefore the construction of pier stud is that building is high One of the most important link built bridge.The construction of pier stud at present is both needed to set up scaffold as operation platform, and scaffold passes through Steel pipe is built to be formed, and builds that requirement is high and to build the period longer, and every pier all needs one to take one to tear open, and construction efficiency is lower, even It will affect the construction speed of overpass.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of overhead pier column operation platform of assembled, have Take tear open conveniently, it is highly-safe, improve construction efficiency the advantages of.
In order to achieve the above objectives, the technical solution of the utility model is as follows:
A kind of overhead pier column operation platform of assembled, comprising:
Braced frame, the braced frame include: support outline border, support inside casing and for connecting the support outline border and branch The coupling beam of inside casing is supportted, the support outline border and/or the support inside casing are equipped with the spiral shell for connecting the adjacent braced frame Column, and the space passed through for pier stud is formed on the inside of the support inside casing;
It is laid on the support outline border and supports the walking guidance tape between inside casing, offer at least one on the walking guidance tape A climbing mouth;And
The ladder stand being erected at the climbing mouth, the ladder stand include: the first terraced body and are articulated with first ladder The terraced body of the second of body, the bottom end of the described first terraced body is connected to the walking guidance tape, top connection is located above the coupling beam, institute It states the second terraced body and may be reversed and be overlapped in the coupling beam and close to the support inside casing.
It realizes above-mentioned technical proposal, when carrying out pier stud construction, the operation platform that assembly is completed first is placed on predetermined position Place can carry out the construction of first layer pier stud so that pier stud construction location is located in support inside casing, and the second ladder under normal circumstances Body overlays on the first terraced body, and worker's walking is facilitated to pass through, and when pier stud construction is to certain altitude, can take the second terraced body overturning It connects in coupling beam, by facilitating worker to construct in the first terraced body climbing to the second terraced body;The construction of first layer pier stud is completed Afterwards, the operation platform that second splicing is completed is overlayed on the first operation platform by lifting appliance lifting, and by spiral shell Column upper locking nut can mutually fix two operation platforms, and worker enters second layer operation platform, Ji Kejin by ladder stand The construction of row second layer pier stud, and so on, until pier stud construction is completed;After the completion of construction, one by one by the spiral shell of each operation platform Nut on column is hung out after removing, and the disassembly of operation platform can be completed, and can be applied directly to next pier stud and construct, Manually cost is built to having saved, and it is more convenient to take the process of tearing open, improves construction efficiency, and operation platform is whole ties Structure, stability and safety are higher, and can be repeatedly used in turn, and have higher economic benefit.
As a kind of preferred embodiment of the utility model, the support outline border include: the first lower frame body, the first upper frame body and The first column being connected on the outside of first lower frame body and first upper frame body;The support inside casing includes: the second lower frame Body, the second upper frame body and the second column being connected between second lower frame body and second upper frame body.
As a kind of preferred embodiment of the utility model, the climbing mouth is arranged in the walking guidance tape close to the support The side of outline border.
It realizes above-mentioned technical proposal, so as to form passageway between support inside casing and climbing mouth, worker is facilitated to walk.
As a kind of preferred embodiment of the utility model, the climbing mouth and the ladder stand are symmetrically arranged with two groups.
Realize above-mentioned technical proposal, by symmetrical two groups of ladder stands, can two sides simultaneously to the higher pier stud in position into Row construction, so that work progress is more convenient.
As a kind of preferred embodiment of the utility model, each climbing mouth is correspondingly provided with two ladder stands, and two A ladder stand is symmetrical arranged and forms herringbone structure.
It realizes above-mentioned technical proposal, further increases the degree of convenience of construction, and two ladder stands can form stable triangular knot Structure, so that the stability of ladder stand is higher.
As a kind of preferred embodiment of the utility model, first lower frame body, second lower frame body, on described first Framework, second upper frame body and the walking guidance tape are disposed as the two parts being detachably connected.
It realizes above-mentioned technical proposal, operation platform can be splitted into two parts in disassembly, so that disassembly process is more square Just, and assembled and transport is also more convenient.
As a kind of preferred embodiment of the utility model, the support outline border is equipped with fence.
It realizes above-mentioned technical proposal, improves the safety of operation platform.
In conclusion the utility model has the following beneficial effects:
The utility model embodiment is by providing a kind of overhead pier column operation platform of assembled, comprising: braced frame, institute Stating braced frame includes: to support outline border, support inside casing and for connecting the support outline border and supporting the coupling beam of inside casing, the branch Outline border and/or the support inside casing are supportted equipped with the stud for connecting the adjacent braced frame, and in the support inside casing Side is formed with the space passed through for pier stud;It is laid on the support outline border and supports the walking guidance tape between inside casing, the walking At least one climbing mouth is offered on guidance tape;And it is erected at the ladder stand at the climbing mouth, the ladder stand includes: the One terraced body and the second terraced body for being articulated with the described first terraced body, the bottom end of the described first terraced body are connected to the walking guidance tape, top End connection is located above the coupling beam, and the described second terraced body, which may be reversed, to be overlapped in the coupling beam and close to the support inside casing. Take tearing open by operation platform integral module, saved and manually built cost, it is more convenient to take the process of tearing open, improves and applies Work efficiency rate, and operation platform is overall structure, stability and safety are higher, and can be repeatedly used in turn, and have higher Economic benefit.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram at the first visual angle of the utility model embodiment.
Fig. 2 is the structural schematic diagram at the second visual angle of the utility model embodiment.
Fig. 3 is structural schematic diagram when two operation platforms are stacked together in the utility model embodiment.
Number and corresponding component title represented by letter in figure:
1, braced frame;11, outline border is supported;111, the first lower frame body;112, the first upper frame body;113, the first column;12, Support inside casing;121, the second lower frame body;122, the second upper frame body;123, the second column;13, coupling beam;14, stud;2, walking road Plate;21, mouth is climbed;3, ladder stand;31, the first terraced body;32, the second terraced body;4, fence.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment
A kind of overhead pier column operation platform of assembled, as shown in Figure 1 to Figure 3, comprising: braced frame 1, braced frame 1 It include: to support outline border 11, support inside casing 12 and for connecting support outline border 11 and supporting the coupling beam 13 of inside casing 12, support outline border 11 And/or support inside casing 12 is equipped with the stud 14 for connecting adjacent supports frame 1, and supports and be formed on the inside of inside casing 12 for pier The space that column passes through;Be laid on support outline border 11 and support inside casing 12 between walking guidance tape 2, walk guidance tape 2 on offer to A few climbing mouth 21;And it is erected at the ladder stand 3 at climbing mouth 21, ladder stand 3 includes: the first terraced body 31 and is articulated with Second terraced body 32 of the first terraced body 31, the bottom end of the first terraced body 31 is connected to walking guidance tape 2, top connection is located above coupling beam 13, the second terraced body 32, which may be reversed, to be overlapped in coupling beam 13 and close to support inside casing 12.
Specifically, support outline border 11 includes: the first lower frame body 111, the first upper frame body 112 and is connected to the first lower frame body 111 and the outside of the first upper frame body 112 the first column 113, support inside casing 12 includes: the second lower frame body 121, the second upper frame body 122 and the second column 123 for being connected between the second lower frame body 121 and the second upper frame body 122;On first lower frame body 111, first Between framework 112 and the first column 113, and, between the second lower frame body 121, the second upper frame body 122 and the second column 123 It can be fixed by welding or bolted mode, and the first column 113 and the second column 123 are contour, 113 He of the first column Second column 123 is all made of standardization segment and is processed, and the height of the first column 113 and the second column 123 is 2m.
Walking guidance tape 2 is spliced to form by multiple plates, and is fastened by bolts in braced frame 1, and climbing mouth 21 is arranged It is expert at walkway board 2 close to the side of support outline border 11, so as to form passageway between support inside casing 12 and climbing mouth 21, conveniently Worker's walking;In the present embodiment, climbs mouth 21 and ladder stand 3 is symmetrically arranged with two groups, it, can by symmetrical two groups of ladder stands 3 It constructs simultaneously to the higher pier stud in position in two sides, so that work progress is more convenient, and each climbing mouth 21 correspondence is set There are two ladder stand 3, two ladder stands 3, which are symmetrical arranged, forms herringbone structure, so that the degree of convenience of construction is further increased, and Two ladder stands 3 can form stable triangular structure, so that the stability of ladder stand 3 is higher.
The bottom end of first terraced body 31, which is fastened by bolts, is expert on walkway board 2, and the top plate of the first terraced body 31 is tight by bolt Gu first terraced body 31 is connected by hinge with the second terraced body 32 in coupling beam 13, so that the second ladder body 32 can be relative to First terraced body 31 rotates, and the first terraced body 31 is equal with the second terraced width of body 32, and the length of the second terraced body 32 is less than the first ladder The length of body 31.
Further, it being equipped with fence 4 on support outline border 11, fence 4 can be made of multi-sheets or protective net, from And prevent construction personnel from falling outward, improve the safety of operation platform.
First lower frame body 111, the second lower frame body 121, the first upper frame body 112, the second upper frame body 122 and walking guidance tape 2 are equal The two parts being detachably connected are set as, and on the first lower frame body 111, the second lower frame body 121, the first upper frame body 112, second It is equipped with angle cleat on framework 122 and walking guidance tape 2, and is connected and fixed two parts by bolt;It can will be applied in disassembly Work platform splits into two parts, so that disassembly process is more convenient, and assembled and transport is also more convenient.
When carrying out pier stud construction, the operation platform that assembly is completed first is placed on pre-position, the position so that pier stud is constructed Setting in support inside casing 12, the construction of first layer pier stud can be carried out, and the second terraced body 32 overlays first under normal circumstances On terraced body 31, worker's walking is facilitated to pass through, when pier stud construction is to certain altitude, the second terraced overturning of body 32 can be overlapped on coupling beam On 13, by facilitating worker to construct in the first terraced climbing of body 31 to the second terraced body 32;After the completion of the construction of first layer pier stud, The operation platform that second splicing is completed is overlayed on the first operation platform by lifting appliance lifting, and by stud 14 Upper locking nut can mutually fix two operation platforms, and worker enters second layer operation platform, Ji Kejin by ladder stand 3 The construction of row second layer pier stud, and so on, until pier stud construction is completed;After the completion of construction, one by one by the spiral shell of each operation platform Nut on column 14 is hung out after removing, and the disassembly of operation platform can be completed, and can be applied directly to next pier stud and be applied Work manually builds cost to save, and it is more convenient to take the process of tearing open, improves construction efficiency, and operation platform is whole Body structure, stability and safety are higher, and can be repeatedly used in turn, and have higher economic benefit.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein The widest scope consistent with features of novelty.

Claims (7)

1. a kind of overhead pier column operation platform of assembled characterized by comprising
Braced frame, the braced frame include: support outline border, support inside casing and for connecting in the support outline border and support The coupling beam of frame, the support outline border and/or the support inside casing are equipped with the stud for connecting the adjacent braced frame, and The space passed through for pier stud is formed on the inside of the support inside casing;
It is laid on the support outline border and supports the walking guidance tape between inside casing, offer at least one on the walking guidance tape and climb Climb mouth;And
The ladder stand being erected at the climbing mouth, the ladder stand include: the first terraced body and are articulated with the described first terraced body Second terraced body, the bottom end of the described first terraced body is connected to the walking guidance tape, top connects and is located above the coupling beam, and described the Two terraced bodies, which may be reversed, to be overlapped in the coupling beam and close to the support inside casing.
2. the overhead pier column operation platform of assembled according to claim 1, which is characterized in that the support outline border packet It includes: the first lower frame body, the first upper frame body and the first column being connected on the outside of first lower frame body and first upper frame body; The support inside casing includes: the second lower frame body, the second upper frame body and is connected to second lower frame body and second upper frame body Between the second column.
3. the overhead pier column operation platform of assembled according to claim 2, which is characterized in that the climbing mouth setting exists The walking guidance tape is close to the side of the support outline border.
4. the overhead pier column operation platform of assembled according to claim 3, which is characterized in that the climbing mouth and described Ladder stand is symmetrically arranged with two groups.
5. the overhead pier column operation platform of assembled according to claim 4, which is characterized in that each climbing mouth is right It should set there are two the ladder stand, two ladder stands, which are symmetrical arranged, forms herringbone structure.
6. the overhead pier column operation platform of assembled according to claim 5, which is characterized in that first lower frame body, Second lower frame body, first upper frame body, second upper frame body and the walking guidance tape are disposed as being detachably connected Two parts.
7. the overhead pier column operation platform of assembled according to claim 5, which is characterized in that set on the support outline border There is fence.
CN201920110337.6U 2019-01-23 2019-01-23 The overhead pier column operation platform of assembled Expired - Fee Related CN209636647U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920110337.6U CN209636647U (en) 2019-01-23 2019-01-23 The overhead pier column operation platform of assembled

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920110337.6U CN209636647U (en) 2019-01-23 2019-01-23 The overhead pier column operation platform of assembled

Publications (1)

Publication Number Publication Date
CN209636647U true CN209636647U (en) 2019-11-15

Family

ID=68478870

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920110337.6U Expired - Fee Related CN209636647U (en) 2019-01-23 2019-01-23 The overhead pier column operation platform of assembled

Country Status (1)

Country Link
CN (1) CN209636647U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113833263A (en) * 2021-09-26 2021-12-24 中铁七局集团有限公司 Integral lantern type support circulating hoisting construction method for frame column
CN115095123A (en) * 2022-06-24 2022-09-23 中铁十九局集团有限公司 Lattice column construction device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113833263A (en) * 2021-09-26 2021-12-24 中铁七局集团有限公司 Integral lantern type support circulating hoisting construction method for frame column
CN115095123A (en) * 2022-06-24 2022-09-23 中铁十九局集团有限公司 Lattice column construction device
CN115095123B (en) * 2022-06-24 2024-02-23 中铁十九局集团有限公司 Lattice column construction device

Similar Documents

Publication Publication Date Title
CN209636647U (en) The overhead pier column operation platform of assembled
CN106193568A (en) Mobile steel truss operating platform
CN210236926U (en) Folding type tower crane pedestrian safety passage
CN101871259B (en) Building method of integral slip type scaffold used for steel grid construction
CN107119576A (en) Pier construction security protection platform
CN212103679U (en) A construction platform for installation of assembled tower
CN109653076B (en) Combined type flood control flood gate first bailey steel bridge and construction method
CN110863641A (en) Ultrahigh floor type boarding scaffold in hyperbolic cooling tower and erection method thereof
CN205955164U (en) Portable steel truss operation platform
CN207032058U (en) A kind of scalable Bridge Beam bottom job platform of continuous self-propelled
RU146202U1 (en) Dismountable flyovers for the quick arrangement of bridge crossings
CN207553565U (en) A kind of crosshead of truss
CN206359894U (en) Naked rock geology combined type cast-in-place box beam bracket system in a kind of water
CN206721675U (en) A kind of open-close type crosses pier box beam maintenance construction trolley
CN212053723U (en) Fastener type combined steel pipe stair
CN211498488U (en) Highway and railway dual-purpose bridge movable railway hard protection platform
CN209924407U (en) Combined working platform for steel structure high-altitude installation
CN209652766U (en) Safety climbing ladder is used in a kind of segmented packaged type bridges construction
CN211815605U (en) Construction device for pile column type pier tie beam and capping beam
CN210420868U (en) Operating platform for constructing small square pier
CN218638881U (en) Welding construction operation platform for cantilever arm of steel box girder
CN215164704U (en) Post-tensioning prestressed construction support for bridge and highway panel
CN215052024U (en) Few support bearing structure of cable-stay bridge steel tower
CN217923103U (en) Outer construction platform device of suspension cable tower
CN216109621U (en) Double-layer operation platform for truss installation and construction system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191115

Termination date: 20210123