CN219808678U - A operation platform for side wall reinforcing bar ligature - Google Patents

A operation platform for side wall reinforcing bar ligature Download PDF

Info

Publication number
CN219808678U
CN219808678U CN202321281162.8U CN202321281162U CN219808678U CN 219808678 U CN219808678 U CN 219808678U CN 202321281162 U CN202321281162 U CN 202321281162U CN 219808678 U CN219808678 U CN 219808678U
Authority
CN
China
Prior art keywords
platform
truss
telescopic
fixed
telescopic adjusting
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
CN202321281162.8U
Other languages
Chinese (zh)
Inventor
高健民
熊可
闫伟
蒋浩梁
苏海顺
姚万志
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 Railway 11th Bureau Wuhan Heavy Equipment Co ltd
China Railway 11th Bureau Group Co Ltd
China Railway 11th Bureau Group Urban Rail Engineering Co Ltd
Original Assignee
China Railway 11th Bureau Wuhan Heavy Equipment Co ltd
China Railway 11th Bureau Group Co Ltd
China Railway 11th Bureau Group Urban Rail Engineering 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 Railway 11th Bureau Wuhan Heavy Equipment Co ltd, China Railway 11th Bureau Group Co Ltd, China Railway 11th Bureau Group Urban Rail Engineering Co Ltd filed Critical China Railway 11th Bureau Wuhan Heavy Equipment Co ltd
Priority to CN202321281162.8U priority Critical patent/CN219808678U/en
Application granted granted Critical
Publication of CN219808678U publication Critical patent/CN219808678U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Ladders (AREA)

Abstract

The utility model provides an operation platform for binding side wall steel bars, which comprises a truss, a crawling ladder, a travelling mechanism arranged at the bottom of the truss and a construction platform arranged at the top of the truss, wherein the construction platform comprises a fixed platform and a telescopic platform, the fixed platform is fixed on the truss, the crawling ladder extends from the bottom of the truss to the fixed platform, and a protective fence is arranged at the periphery of the fixed platform and is not in butt joint with the crawling ladder; the bottom support frame of the fixed platform is provided with a telescopic adjusting cavity, the telescopic platform is arranged in the telescopic adjusting cavity in a sliding mode, the side face of the telescopic platform is provided with a telescopic adjusting mechanism, and the telescopic adjusting mechanism moves along the telescopic adjusting cavity to extend out of the fixed platform or retract below the fixed platform. The utility model solves the problem of insufficient width of the operation platform when the side wall steel bars with different thicknesses are bound, and improves the adaptability and the safety of the trolley under the condition of different structural sections.

Description

A operation platform for side wall reinforcing bar ligature
Technical Field
The utility model relates to a construction work platform, in particular to a work platform for binding side wall reinforcing steel bars.
Background
When the side wall reinforcement is bound, the outer wall reinforcement needs to be bound first and then the inner wall reinforcement needs to be bound; when the existing construction platform is used for binding the side wall steel bars, the construction platform is placed inside an inner wall, the construction platform stands on the platform to bind outer layer steel bars, and for some side walls with larger thickness, the outer wall is bound by mostly adopting a mode of erecting a temporary operation platform in the wall, so that the safety risk is high and the standard deviation of civilized construction is high in the operation process; moreover, the existing construction platform cannot be used for constructing the side wall reinforcement steel bars with different thicknesses.
Disclosure of Invention
According to the defects of the prior art, the utility model provides the working platform for binding the side wall steel bars, the working platform can be adjusted in two stages, and the problem of insufficient width of the working platform when the side wall steel bars with different thicknesses are bound can be solved through the expansion and the contraction of the two stages of the working platform.
In order to solve the technical problems, the utility model provides an operation platform for binding side wall steel bars, which comprises a truss, a crawling ladder, a travelling mechanism arranged at the bottom of the truss and a construction platform arranged at the top of the truss, wherein the construction platform comprises a fixed platform and a telescopic platform, the fixed platform is fixed on the truss, the crawling ladder extends from the bottom of the truss to the fixed platform, and a protective fence is arranged at an area which is not in butt joint with the crawling ladder around the fixed platform; the bottom support frame of the fixed platform is provided with a telescopic adjusting cavity, the telescopic platform is arranged in the telescopic adjusting cavity in a sliding mode, the side face of the telescopic platform is provided with a telescopic adjusting mechanism, and the telescopic adjusting mechanism moves along the telescopic adjusting cavity to extend out of the fixed platform or retract below the fixed platform.
The utility model has the preferable technical scheme that: the fixed platform is fixed on one side of the truss, and a balancing weight is arranged at the bottom of the truss in the construction process of positioning the truss.
The utility model has the preferable technical scheme that: the telescopic adjusting mechanisms are provided with two groups, the telescopic adjusting mechanisms are symmetrically arranged on two sides of the telescopic platform, each group of telescopic adjusting mechanism comprises a driving gear and a rack arranged on the telescopic platform, and a driving handle is arranged in the middle of the driving gear.
The utility model has the preferable technical scheme that: the length of the operation platform is 5-7 m; the truss width is 1.5-2 m, the width of the fixed platform is 0.6-1 m, and the width of the telescopic platform is 0.9-1.5 m.
The utility model has the preferable technical scheme that: the travelling mechanism comprises a supporting bottom plate and automatic travelling wheels arranged at four corners of the supporting bottom plate, and the balancing weight is arranged in the middle of the supporting bottom plate.
The utility model has the preferable technical scheme that: the working platform is long-strip-shaped, the crawling ladder is inclined and arranged on one side of the long side of the truss, and extends to the fixing platform from the bottom of the truss in an inclined manner.
The two-stage adjustable type operation platform solves the problem that the width of the operation platform is insufficient when the side wall steel bars with different thicknesses are bound, and improves the adaptability of the trolley under the condition of different structural sections; and in order to enhance the overall stability, the bottom of the trolley is provided with a 5T concrete block as a counterweight, so that the stability of the platform is improved, and the construction safety of operators is ensured.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a side view of the telescoping platform of the present utility model in a contracted state;
figure 3 is a side view of the telescoping platform of the present utility model in an extended position.
In the figure: 1-truss, 2-travelling mechanism, 200-supporting baseplate, 201-automatic travelling wheel, 3-fixed platform, 4-telescopic platform, 5-protective fence, 6-telescopic adjusting cavity, 7-telescopic adjusting mechanism, 700-driving gear, 701-rack, 702-driving handle, 8-crawling ladder, 9-balancing weight, 10-track, 11-side wall.
Detailed Description
The utility model is further described below with reference to the drawings and examples. Figures 1 to 3 are drawings of embodiments, drawn in a simplified manner, for the purpose of clearly and concisely illustrating embodiments of the present utility model. The following technical solutions presented in the drawings are specific to embodiments of the present utility model and are not intended to limit the scope of the claimed utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "inner", "outer", "left", "right", etc. are based on the directions or positional relationships shown in the drawings, or the directions or positional relationships conventionally put in place when the inventive product is used, or the directions or positional relationships conventionally understood by those skilled in the art are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific direction, be configured and operated in a specific direction, and therefore should not be construed as limiting the present utility model.
The embodiment provides an operation platform for binding side wall steel bars, as shown in fig. 1 to 3, the operation platform comprises a truss 1, a crawling ladder 8, a travelling mechanism 2 arranged at the bottom of the truss 1 and a construction platform arranged at the top of the truss 1, the construction platform comprises a fixed platform 3 and a telescopic platform 4, and the operation platform is in a strip shape and has a length of 5-7 m; the truss width is 1.5-2 m, the width of the fixed platform is 0.6-1 m, and the width of the telescopic platform 4 is 0.9-1.5 m. The fixed platform 3 is fixed on one side of the truss 1, and in the construction process of the truss 1, the bottom of the truss 1 is provided with the balancing weight 9, the truss 1 is a support frame assembled by a vertical support rod, a horizontal support rod and an inclined support rod, the travelling mechanism comprises a support bottom plate 200 and automatic travelling wheels 201 arranged at four corners of the support bottom plate 200, and the balancing weight 9 is arranged in the middle of the support bottom plate 200. The crawling ladder 8 is inclined, is arranged on one side of the long side of the truss 1, extends to the fixed platform 3 from the bottom of the truss 1 in an inclined mode, and is provided with a protective fence 5 in an area which is not in butt joint with the crawling ladder 8 around the fixed platform 3.
The embodiment provides an operation platform for side wall reinforcement, as shown in fig. 1 to 3, be equipped with flexible regulation chamber 6 on the bottom sprag frame of fixed platform 3, flexible platform 4 slides and sets up in flexible regulation chamber 6, and the side of flexible platform 4 is equipped with flexible adjustment mechanism 7 to move the region that stretches out outside fixed platform 3 or shrink to fixed platform 3 below along flexible regulation chamber 6 under flexible adjustment mechanism 7's effect. The telescopic adjusting mechanisms 7 are provided with two groups, the two groups are symmetrically arranged on two sides of the telescopic platform 4, each group of telescopic adjusting mechanism 7 comprises a driving gear 700 and a rack 701 arranged on the telescopic platform 4, and a driving handle 702 is arranged in the middle of the driving gear 700.
In the embodiment, the workbench suspension rod is made of 14# I-steel; the operation platform framework adopts a truss structure, the upper cross rod, the lower cross rod, the vertical rod adopt 14# I-steel, and the inclined rod adopts 12# channel steel; the walking Liang Xuan is formed by 294X 200H-shaped steel; the structural dimension 2800 (width) of the trolley is 4294 (height) 6500mm (length), the transverse distance between travelling wheels is 1600mm, the longitudinal direction is 5400mm, after the bottom plate is poured, 300mm sleepers and 43kg/m are paved, and the travelling wheels are driven by a motor to travel. The fixing platform 3 is 700mm wide and is fixed on the top of the truss 1 by adopting I-steel, the 1200mm protective fence 5 is arranged on the upper part of the platform, the telescopic platform 4 is 900mm wide and the wall thickness is 3.5mmSeamless steel pipes, and scaffold plates are tiled in a plate buckle frame with a steel pipe interval of 1200 m.
When the telescopic steel bar binding device is used, the telescopic platform 4 is extended to be adjacent to the binding surface of the outer steel bar by rotating the driving handle 702, a worker can stand on the telescopic platform 4 to bind the outer steel bar, after the outer steel bar is bound, the telescopic platform 4 can be contracted, and the constructor can bind the inner steel bar on the fixed platform 3. According to the utility model, the problem of insufficient width of the operation platform when the side wall steel bars with different thicknesses are bound is solved through the design of the two-stage operation platform, and the adaptability of the trolley under the condition of different structural sections is improved. A 5T concrete block was placed as a counterweight at the bottom of the trolley to enhance overall stability.
Through experimental study, the weight of the side wall main reinforcement in the range of 6m is placed on the upper portion of the steel bar trolley for about 3T in the operation process, the weight of 7 operators for about 1T is calculated for the structural safety of the trolley according to the load, the bearing capacity of an operation platform can meet the requirement, and the stability of the operation platform can be guaranteed due to the arrangement of the counterweight.
The foregoing description is of one embodiment of the utility model and is thus not to be taken as limiting the scope of the utility model. It should be noted that it will be apparent to those skilled in the art that several variations and modifications can be made without departing from the spirit of the utility model, which are all within the scope of the utility model. Accordingly, the scope of the utility model should be assessed as that of the appended claims.

Claims (6)

1. A operation platform for side wall reinforcement, its characterized in that: the working platform comprises a truss (1), a crawling ladder (8), a travelling mechanism (2) arranged at the bottom of the truss (1) and a construction platform arranged at the top of the truss (1), wherein the construction platform comprises a fixed platform (3) and a telescopic platform (4), the fixed platform (3) is fixed on the truss (1), the crawling ladder (8) extends from the bottom of the truss (1) to the fixed platform (3), and a protective fence (5) is arranged in an area which is not in butt joint with the crawling ladder (8) around the fixed platform (3); the telescopic adjusting mechanism is characterized in that a telescopic adjusting cavity (6) is arranged on a bottom supporting frame of the fixed platform (3), the telescopic platform (4) is arranged in the telescopic adjusting cavity (6) in a sliding mode, a telescopic adjusting mechanism (7) is arranged on the side face of the telescopic platform (4), and the telescopic adjusting mechanism moves along the telescopic adjusting cavity (6) to extend out of the fixed platform (3) or retract to the lower portion of the fixed platform (3) under the action of the telescopic adjusting mechanism (7).
2. A work platform for side wall reinforcement according to claim 1, wherein: the fixing platform (3) is fixed on one side of the truss (1), and a balancing weight (9) is arranged at the bottom of the truss (1) in the construction process of locating the truss (1).
3. A work platform for side wall reinforcement according to claim 1 or 2, characterized in that: the telescopic adjusting mechanisms (7) are arranged in two groups, the telescopic adjusting mechanisms are symmetrically arranged on two sides of the telescopic platform (4), each group of telescopic adjusting mechanisms (7) comprises a driving gear (700) and a rack (701) arranged on the telescopic platform (4), and a driving handle (702) is arranged in the middle of the driving gear (700).
4. A work platform for side wall reinforcement according to claim 1 or 2, characterized in that: the length of the operation platform is 5-7 m; the truss is 1.5-2 m in width, the fixed platform is 0.6-1 m in width, and the telescopic platform (4) is 0.9-1.5 m in width.
5. A work platform for side wall reinforcement according to claim 2, wherein: the walking mechanism comprises a supporting bottom plate (200) and automatic walking wheels (201) arranged at four corners of the supporting bottom plate (200), and the balancing weight (9) is arranged in the middle of the supporting bottom plate (200).
6. A work platform for side wall reinforcement according to claim 2, wherein: the working platform is long-strip-shaped, the crawling ladder (8) is inclined and arranged on one side of the long side of the truss (1), and extends to the fixed platform (3) from the bottom of the truss (1) in an inclined manner.
CN202321281162.8U 2023-05-24 2023-05-24 A operation platform for side wall reinforcing bar ligature Active CN219808678U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321281162.8U CN219808678U (en) 2023-05-24 2023-05-24 A operation platform for side wall reinforcing bar ligature

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321281162.8U CN219808678U (en) 2023-05-24 2023-05-24 A operation platform for side wall reinforcing bar ligature

Publications (1)

Publication Number Publication Date
CN219808678U true CN219808678U (en) 2023-10-10

Family

ID=88210429

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321281162.8U Active CN219808678U (en) 2023-05-24 2023-05-24 A operation platform for side wall reinforcing bar ligature

Country Status (1)

Country Link
CN (1) CN219808678U (en)

Similar Documents

Publication Publication Date Title
CN109403374A (en) Factorial construction method for open trench tunnel integral tunnel lining
CN111456764B (en) Heavy lining trolley with pushing sliding type disc buckle support and lining formwork construction method
CN110552720A (en) from track laying running gear and tunnel lining platform truck
CN211397597U (en) Template trolley and tunnel construction vehicle set
CN210768824U (en) From track laying running gear and tunnel lining platform truck
CN105065035A (en) Light pushing-sliding tunnel lining trolley
CN214787431U (en) Two lining platform trucks of variable section
CN219808678U (en) A operation platform for side wall reinforcing bar ligature
CN110700418B (en) Construction process for mounting laminated slab by matching laminated slab mounting trolley with tower crane
CN112726442A (en) Construction method of large-span thin-wall concrete sound barrier pouring trolley
CN206015540U (en) A kind of box culvert slip form construction device
CN113481853B (en) Mobile factory for concrete cast-in-place of door type double-layer highway-railway dual-purpose bridge
CN114717940A (en) Movable U-shaped section beam inner mold support
CN210343365U (en) Lining trolley for side wall construction
CN113802462A (en) Section-splicing bridge girder erection machine and front supporting leg for hoisting
CN210343366U (en) Lining cutting platform truck of open cut tunnel side wall construction
CN110172923B (en) Environment-friendly type descending self-propelled steel trestle structure
CN212563258U (en) Lining trolley with functions of transporting and lifting
CN216240676U (en) Scalable super large section tunnel lining cutting platform truck of slotted
CN216038235U (en) Walking crane
CN219826854U (en) Rail-mounted synchronous lining low side wall trolley
CN216130940U (en) Cast-in-place tunnel formwork trolley system
CN218145471U (en) Pile foundation reinforcement cage hoisting device for low space
CN213510651U (en) Integral type two lining platform trucks for tunnel construction
CN218912905U (en) Novel split shell-discarding combined template trolley

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant