CN217581126U

CN217581126U - Adjustable operating platform for irregular wall super high-rise steel platform

Info

Publication number: CN217581126U
Application number: CN202221371179.8U
Authority: CN
Inventors: 苏雨萌; 吴联定; 王保成; 李佳伟; 马未
Original assignee: Shanghai Construction Group Co Ltd
Current assignee: Shanghai Construction Group Co Ltd
Priority date: 2022-06-02
Filing date: 2022-06-02
Publication date: 2022-10-14
Anticipated expiration: 2032-06-02

Abstract

The utility model discloses an adjustable operation platform for irregular wall body super high-rise steel platform includes: the first operation platform comprises: first railings are fixed on two sides of the first bottom frame, a first base plate is laid and fixed on the first bottom frame, roller groups arranged on the I-shaped steel are fixed on two sides of the bottom of the first base plate respectively, a first positioning hole is formed in the first base plate, a second positioning hole is formed in the I-shaped steel, and the first positioning hole and the second positioning hole are positioned and fixed through positioning pins. The second operation platform comprises: fixed operation panel welds in first operation platform inboard, fixed operation panel includes second bottom frame, the fixed second railing in second bottom frame both sides, lay fixed second bottom plate on the second bottom frame, adjustable operation panel includes third bottom frame, third bottom frame both sides horizontal pole is inserted and is located in second bottom frame both sides horizontal pole, when third bottom frame both sides horizontal pole extends, the fixed third railing in third bottom frame both sides, lay fixed third bottom plate on the third bottom frame.

Description

Adjustable operating platform for irregular wall super high-rise steel platform

Technical Field

The utility model relates to a architectural equipment technical field especially relates to an adjustable operation platform that is used for irregular wall body super high-rise steel platform.

Background

With the rapid development of economy and the popularization and application of novel building materials in China, a plurality of complex and changeable body types and structural forms appear in super high-rise buildings, the inclination angle of a wall body is large, great challenges are brought to the construction and construction technology, and particularly great challenges are brought to the aspect of building of scaffolds. For the construction of the inclined shear wall of the super high-rise building, the integral steel platform formwork system provides a safe and reliable choice for the construction of the complex super high-rise building, and the integral steel platform formwork system is widely applied to actual super high-rise projects due to the advantages of the integral steel platform formwork system in the aspects of construction efficiency, safety, construction environment friendliness and the like. When the inclined wall is constructed, the whole steel platform formwork system can also be deformed and adjusted according to the characteristics of the wall, a fully-closed working environment is provided for workers, the steel platform is far away from the wall, a temporary operation platform needs to be built for wall structure construction, and the danger coefficient of high-altitude operation is large.

SUMMERY OF THE UTILITY MODEL

The utility model discloses problem and not enough to prior art exist, the utility model provides an adjustable operation platform that is used for irregular wall body superelevation layer steel platform, assemble on the steel platform girder steel, stretch out the steel platform during use, constructor passes through operation platform and accomplishes the wall structure construction, the danger of having reduced the high altitude and buildding interim platform and scaffold, can provide confined operational environment for constructor, construction safety has been improved, and convenient operation, can retrieve used repeatedly completely, the cost is saved, and the construction efficiency is improved.

The utility model discloses a solve above-mentioned technical problem through following technical scheme:

the utility model provides an adjustable operation platform for super high-rise steel platform of irregular wall body, its characteristics lie in, it includes first operation platform and second operation platform, first operation platform includes first bottom frame, the both sides of first bottom frame are fixed with first railing, lay on the first bottom frame and be fixed with first bottom plate, the bottom both sides of first bottom plate are fixed with at least one roller train respectively, the roller train is arranged in on the steel platform I-steel in order to roll along the I-steel, first locating hole has been seted up on the first bottom plate, set up the second locating hole corresponding with first locating hole on the I-steel, first locating hole and second locating hole are fixed a position through the locating pin.

Second operation platform includes fixed operation panel and at least one adjustable operation panel, fixed operation panel welds in first operation platform's inboard, fixed operation panel includes second bottom frame, the both sides of second bottom frame are fixed with the second railing, lay on the second bottom frame and be fixed with the second bottom plate, each adjustable operation panel includes third bottom frame, the both sides horizontal pole of third bottom frame is inserted in order to realize scalable in locating the both sides horizontal pole of second bottom frame the both sides horizontal pole of third bottom frame extends, the both sides of third bottom frame are fixed with the third railing, lay on the third bottom frame and be fixed with the third bottom plate.

Preferably, the roller train includes the type of falling U link, the top crossbearer welding of U link is in the bottom of first bottom plate, be fixed with the roller between the two sides of U link are erected a frame upper portion, just the top of I-steel is arranged in to the roller, the two sides of U link are erected a frame lower part one side inboard and are fixed with first guide roller, the opposite side inboard and are fixed with the second guide roller, first guide roller contacts with the perpendicular steel one side of I-steel, the second guide roller contacts with the perpendicular steel opposite side of I-steel.

Preferably, sliding grooves are fixed to two sides of a third bottom plate farthest from the first operating platform, and the sliding grooves are matched with sliding rails corresponding to the bottoms of the protection plates in a sliding mode so that the protection plates can slide.

Preferably, the first bottom frame and the first rail are welded by rectangular pipes.

Preferably, the second bottom frame and the second rail are formed by welding rectangular pipes.

Preferably, the third bottom frame and the third handrail are formed by welding rectangular pipes.

On the basis of the common knowledge in the field, the above preferred conditions can be combined at will to obtain the preferred embodiments of the present invention.

The utility model discloses an actively advance the effect and lie in:

1. the utility model provides an operation platform assembles on the steel platform girder steel, does not need the high altitude to build interim platform and scaffold, makes constructor accessible operation platform accomplish the wall structure construction, has improved the construction security.

2. The utility model discloses the tapping platform is stretched when operation platform uses, withdraws the platform when idle, and convenient operation can retrieve used repeatedly completely, has improved the efficiency of construction.

Drawings

Fig. 1 is a plan view of an adjustable operating platform according to a preferred embodiment of the present invention.

Fig. 2 is a schematic structural diagram of a roller set according to a preferred embodiment of the present invention.

Fig. 3 is a top view of the adjustable operation platform according to the preferred embodiment of the present invention.

Fig. 4 is an assembly view of the adjustable operation platform according to the preferred embodiment of the present invention.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.

As shown in fig. 1-4, the present embodiment provides an adjustable operation platform for an irregular wall super high-rise steel platform, which includes a first operation platform 1 and a second operation platform 2, where the first operation platform 1 includes a first bottom frame 11, first rails 12 are fixed on two sides of the first bottom frame 11, a first bottom plate 13 is laid on the first bottom frame 11, two roller sets 14 are fixed on two sides of the bottom of the first bottom plate 13, the roller sets 14 are arranged on an i-steel 3 of a steel platform to roll along the i-steel 3, a first positioning hole is formed in the first bottom plate 13, a second positioning hole corresponding to the first positioning hole is formed in the i-steel 3, the first positioning hole and the second positioning hole are positioned and fixed through a positioning pin, and the first bottom frame 11 and the first rails 12 are welded by rectangular pipes.

The second operation platform 2 comprises a fixed operation platform 21 and two adjustable operation platforms (a first adjustable operation platform 22 and a second adjustable operation platform 23, respectively). Fixed operation panel 21 welds in the inboard of first operation platform 1, fixed operation panel 21 includes second bottom frame 211, the both sides of second bottom frame 211 are fixed with second railing 212, it is fixed with the second bottom plate to lay on the second bottom frame 211. The first adjustable operating platform 22 comprises a third bottom frame 221, cross bars on two sides of the third bottom frame 221 are inserted into cross bars on two sides of the second bottom frame 211 to be telescopic, when the cross bars on two sides of the third bottom frame 221 extend, third railings 222 are fixed on two sides of the third bottom frame 221, and a third bottom plate is laid and fixed on the third bottom frame 221. The second adjustable operating platform 23 comprises a fourth bottom frame 231, cross bars on two sides of the fourth bottom frame 231 are inserted into cross bars on two sides of the third bottom frame 221 to achieve telescopic effect, when the cross bars on two sides of the fourth bottom frame 231 extend, fourth rails 232 are fixed on two sides of the fourth bottom frame 231, and a fourth bottom plate is laid and fixed on the fourth bottom frame 231.

And sliding grooves are respectively fixed on two sides of the fourth bottom plate, and the sliding grooves are matched with sliding rails corresponding to the bottoms of the protection plates 24 in a sliding manner so that the protection plates 24 can slide.

The second bottom frame 211 and the second rail 212 are all formed by welding rectangular pipes, the third bottom frame 221 and the third rail 222 are all formed by welding rectangular pipes, and the fourth bottom frame 231 and the fourth rail 232 are all formed by welding rectangular pipes.

The roller group 14 includes an inverted U-shaped connecting frame 141, a top cross frame of the U-shaped connecting frame 141 is welded at the bottom of the first bottom plate 13, a rolling roller 142 is fixed between upper portions of vertical frames at two sides of the U-shaped connecting frame 141, the rolling roller 142 is arranged at the top of the i-beam 3, a first guide roller 143 is fixed on an inner side of one side of a lower portion of the vertical frame at two sides of the U-shaped connecting frame 141, a second guide roller 144 is fixed on an inner side of the other side of the lower portion of the vertical frame at two sides of the U-shaped connecting frame 141, the first guide roller 143 contacts with one side of the vertical beam of the i-beam 3, and the second guide roller 144 contacts with the other side of the vertical beam of the i-beam 3. The rolling roller 142 rolls along the steel platform i-beam 3, and the first guide roller 143 and the second guide roller 144 guide along the steel platform i-beam 3.

When the operation platform is used, the rolling roller 142 rolls along the i-steel 3, the first guide roller 143 and the second guide roller 144 play a role in guiding along the i-steel 3, so that the whole operation platform moves leftwards along the i-steel 3 (see fig. 4), after the operation platform moves for a certain distance, the first positioning hole in the first base plate 13 corresponds to the second positioning hole in the i-steel 3 and is positioned and fixed through the positioning pin, and at the moment, the first operation platform 1 is fixed and cannot move any more.

Then, the cross bars on the two sides of the third bottom frame 221 are extended out, the third rails 222 are fixed on the two sides of the third bottom frame 221, and the third bottom plate is laid and fixed on the third bottom frame 221. Then, the cross bars at the two sides of the fourth bottom frame 231 are extended out, the fourth rail 232 is fixed at the two sides of the fourth bottom frame 231, and the fourth bottom plate is laid and fixed on the fourth bottom frame 231.

Then the bottom slide rail of guard plate slides on the spout, and the guard plate stretches out, supports tight wall structure and prevents that the object from falling, and constructor passes through operation platform work.

Although specific embodiments of the present invention have been described above, it will be understood by those skilled in the art that these are by way of example only, and that the scope of the invention is defined by the appended claims. Various changes and modifications to these embodiments may be made by those skilled in the art without departing from the spirit and the principles of the present invention, and these changes and modifications are all within the scope of the present invention.

Claims

1. The adjustable operating platform for the irregular wall super high-rise steel platform is characterized by comprising a first operating platform and a second operating platform, wherein the first operating platform comprises a first bottom frame, first railings are fixed on two sides of the first bottom frame, a first bottom plate is laid and fixed on the first bottom frame, at least one roller set is fixed on each of two sides of the bottom of the first bottom plate, the roller sets are arranged on I-shaped steel of a steel platform to roll along the I-shaped steel, a first positioning hole is formed in the first bottom plate, a second positioning hole corresponding to the first positioning hole is formed in the I-shaped steel, and the first positioning hole and the second positioning hole are positioned and fixed through a positioning pin;

2. The adjustable operation platform for the irregular wall super high-rise steel platform as claimed in claim 1, wherein the roller train comprises an inverted U-shaped connecting frame, a top cross frame of the U-shaped connecting frame is welded at the bottom of the first bottom plate, a rolling roller is fixed between the upper parts of two side vertical frames of the U-shaped connecting frame and is arranged at the top of the I-steel, a first guide roller is fixed on the inner side of one side of the lower part of the two side vertical frames of the U-shaped connecting frame, a second guide roller is fixed on the inner side of the other side of the lower part of the two side vertical frames of the U-shaped connecting frame, the first guide roller contacts with one side of the vertical steel of the I-steel, and the second guide roller contacts with the other side of the vertical steel of the I-steel.

3. The adjustable operating platform for the irregular wall super high-rise steel platform as claimed in claim 1, wherein sliding grooves are respectively fixed on two sides of a third bottom plate farthest away from the first operating platform, and the sliding grooves are in sliding fit with corresponding sliding rails at the bottom of the protection plate so that the protection plate can slide.

4. The adjustable operator platform of claim 1, wherein the first bottom frame and the first rail are welded together using rectangular tubes.

5. The adjustable operator platform of claim 1, wherein the second bottom frame and the second rail are welded together using rectangular tubes.

6. The adjustable operator platform of claim 1, wherein the third bottom frame and the third balustrade are welded together using rectangular tubes.