Unconventional hanging basket suspension structure for pitched roof

Abstract

The utility model discloses an unconventional hanging basket suspension structure for a pitched roof, which relates to the technical field of building construction and mainly comprises a steel wire rope and a hanging basket, a plurality of through holes are arranged on a pitched roof surface of the pitched roof, and the through holes penetrate through the pitched roof surface and are used for the steel wire rope to penetrate through; one end of the steel wire rope is fixed on a top wall column or a structural beam on the inner side of the pitched roof through a special rope clip, and the other end is fixedly connected with the hanging basket through a hoister. A first high-pressure pipe protection sleeve is sleeved in the through hole and is used for wrapping the steel wire rope to prevent frictional wear; a second high-pressure pipe protection sleeve is arranged when the steel wire rope passes through the eave, and the protection sleeve is fastened through an iron wire to prevent slipping. The steel wire ropes are divided into two groups, each group is composed of a main steel rope and an auxiliary steel rope and symmetrically distributed at the two ends in the length direction of the hanging basket, the main steel ropes bear main loads, and the auxiliary steel ropes provide additional support to ensure balance of the hanging basket. The structure prolongs the service life of the steel wire rope, enhances the stability of the hanging basket, and is suitable for high-slope-rate pitched roof construction.

Description

TECHNICAL FIELD

[0001] The utility model relates to building construction technical field especially relates to a non - conventional basket suspension structure for inclined roof. BACKGROUND

[0002] In the prior art, high-altitude operation is often carried out through a basket device. However, for high-slope inclined roof, the conventional basket suspension mode is difficult to provide a stable force support point, and problems such as steel wire rope sliding or basket tilting often lead to increased construction risk. In addition, the installation steps of the prior art are complex, the efficiency is low, and there is a lack of special design suitable for the characteristics of inclined roof, which cannot meet the efficient and safe construction requirements. SUMMARY

[0003] In order to solve the above technical problems, the utility model provides a non - conventional basket suspension structure for inclined roof adopts the following technical scheme:

[0004] A non - conventional basket suspension structure for inclined roof, comprising a steel wire rope and a basket, a plurality of through holes are formed in the inclined roof, the through holes penetrate the inclined roof and are used for passing through the steel wire rope, one end of the steel wire rope is fixedly connected with the basket, the other end of the steel wire rope is fixedly connected to a top layer wall column or a structural beam located on the inner side of the inclined roof through the through hole, a first high-pressure pipe protection sleeve is sleeved in the through hole, the first high-pressure pipe protection sleeve is attached to the inner edge of the through hole and is used for covering the steel wire rope to protect the steel wire rope from abrasion caused by friction;

[0005] The basket is vertically suspended below the outer side of the inclined roof through the steel wire rope, the part of the steel wire rope contacting the eaves of the inclined roof is provided with a second high-pressure pipe protection sleeve, the second high-pressure pipe protection sleeve covers the steel wire rope and tightly fixes the protection sleeve and the steel wire rope with iron wire to prevent the protection sleeve from slipping off due to stress, and the second high-pressure pipe protection sleeve can effectively reduce the friction of the contact point of the steel wire rope and the eaves and prolong the service life of the steel wire rope.

[0006] Further, the steel wire rope is divided into two groups, each group of steel wire rope is composed of a main steel wire rope and an auxiliary steel wire rope arranged at intervals, one end of the main steel wire rope and the auxiliary steel wire rope is fixedly connected to the top layer wall column or the structural beam through a special rope clamp respectively, and the other end is fixedly connected with the basket through an elevator respectively.

[0007] Further, the two groups of steel wire ropes are symmetrically arranged at both ends of the basket along the length direction of the basket.

[0008] By the technical scheme, the utility model discloses a kind of unconventional hanging basket suspension structures, which is built by the way that main steel wire rope and auxiliary steel wire rope are fixed to roof wall column and structural beam on top layer after passing through through hole by drilling in inclined roof, significantly improve the safety, stability and durability of high slope rate inclined roof construction.In the protection of steel wire rope, the first high-pressure pipe protection sleeve arranged in the through hole can cover the steel wire rope and fit with the inner edge of the through hole, effectively reducing the friction between the steel wire rope and the edge of the through hole, preventing wear caused by long-term stress;The second high-pressure pipe protection sleeve at the eaves is tightly fixed by iron wire, to prevent the protection sleeve from slipping due to stress, further reduce the friction of the contact point between the steel wire rope and the eaves, prolong the service life of the steel wire rope.

[0009] Meanwhile, the utility model divides steel wire rope into two groups, each group consisting of main steel wire rope and auxiliary steel wire rope, the main steel wire rope bearing main load, and the auxiliary steel wire rope providing additional support to form a stable stress system.The two groups of steel wire ropes are symmetrically distributed at both ends along the length direction of the hanging basket, so that the hanging basket is evenly stressed during construction, improving balance and anti-inclination ability.The steel wire rope is vertically suspended below the outer side of the inclined roof and fixed to the top floor wall column or structural beam by special rope clamp, further ensuring the safety and stability of the hanging basket.

[0010] In addition, the modular design of the utility model facilitates quick replacement of the protection sleeve, adapts to various complex construction scenes, and is particularly suitable for special construction requirements of high slope rate inclined roof.The structure has significant technical advantages in prolonging the service life of the steel wire rope, improving construction efficiency and ensuring operation safety, and realizes safe and efficient unconventional hanging basket erection under complex construction conditions. BRIEF DESCRIPTION OF DRAWINGS

[0011] Figure 1 It is the inclined roof schematic diagram in the embodiment of the utility model;

[0012] Figure 2 It is the schematic diagram of the embodiment of the utility model.

[0013] Among them, the reference signs are: 1, inclined roof;2, steel wire rope;201, main steel wire rope;202, auxiliary steel wire rope;3, hanging basket;4, through hole;5, first high-pressure pipe protection sleeve;6, top floor wall column;7, second high-pressure pipe protection sleeve. DETAILED DESCRIPTION

[0014] The following will describe the technology of the embodiments of the present utility model clearly and completely with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present utility model, and not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by those skilled in the art without creative effort should fall within the protection scope of the present utility model. It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present utility model can be combined with each other.

[0015] Reference Figure 1 , Figure 2 This embodiment describes an unconventional suspended platform structure for a sloping roof, comprising a steel wire rope 2 and a suspended platform 3. Several through holes 4 are provided on the sloping roof surface of the sloping roof 1, which penetrate the sloping roof surface and are used to pass through the steel wire rope 2. One end of the steel wire rope 2 is fixedly connected to the suspended platform 3, and the other end passes through the through hole 4 and is fixedly connected to the top floor wall column 6 located inside the sloping roof 1. A first high-pressure pipe protective sleeve 5 is fitted inside the through hole 4. The first high-pressure pipe protective sleeve 5 fits against the inner edge of the through hole 4 and is used to cover the steel wire rope 2 to protect the steel wire rope 2 from wear caused by friction.

[0016] The suspended platform 3 is vertically suspended below the outside of the sloping roof 1 by steel wire rope 2. When the steel wire rope 2 passes through the eaves on the outside of the sloping roof 1, a second high-pressure pipe protective sleeve 7 is installed at the part that contacts the eaves. The second high-pressure pipe protective sleeve 7 covers the steel wire rope 2 and is tightly fixed to the steel wire rope with iron wire to prevent the protective sleeve from slipping off due to force. The second high-pressure pipe protective sleeve 7 can effectively reduce the friction at the contact point between the steel wire rope 2 and the eaves on the outside of the sloping roof 1 and extend the service life of the steel wire rope.

[0017] Specifically, the wire rope 2 is divided into two groups, each group of wire rope 2 consists of a main wire rope 201 and a secondary wire rope 202 arranged at intervals; one end of the main wire rope 201 and the secondary wire rope 202 are respectively fixed to the top wall column 6 or structural beam by special rope clamps, and the other end is respectively fixedly connected to the suspended platform 2 by a hoist.

[0018] Specifically, two sets of steel wire ropes 2 are symmetrically installed at both ends of the suspended platform 3 along its length.

[0019] The working principle of this embodiment:

[0020] The hanging basket suspension structure provided by the embodiment realizes safe and stable suspension of the hanging basket 3 outside the inclined roof 1 by optimizing the fixing and protection design of the steel wire rope 2. After the steel wire rope 2 passes through the through hole 4 on the inclined roof 1, one end is fixed on the top layer of the wall column 6 or the structural beam by a special rope clamp, and the other end is connected with the hanging basket 3 by the lifting machine. The first high-pressure pipe protection sleeve 5 arranged in the through hole 4 is attached to the inner edge of the through hole 4 and covers the steel wire rope 2, preventing the steel wire rope 2 from being rubbed and worn by the edge of the through hole 4 under long-term stress. The second high-pressure pipe protection sleeve 7 arranged at the eave contact position is tightly fixed on the steel wire rope 2 by iron wire, effectively avoiding the protection sleeve from slipping off, and reducing the friction force of the contact point of the steel wire rope 2 and the eave, further prolonging the service life of the steel wire rope 2. The hanging basket 3 is vertically suspended below the outside of the inclined roof by two groups of steel wire ropes 2. Each group of steel wire ropes 2 is composed of a main steel wire rope 201 and an auxiliary steel wire rope 202, and is arranged at both ends of the hanging basket 3 along the length direction and is symmetrically distributed. The main steel wire rope 201 bears the main load of the hanging basket 3, and the auxiliary steel wire rope 202 provides additional support to ensure the balance and anti-inclination ability of the hanging basket 2 during construction. The lifting machine can adjust the tightness of the steel wire rope 2, so that the hanging basket 3 can adapt to the requirements of different construction heights, thereby realizing safe and efficient operation in the construction of the hanging basket on the high-slope inclined roof.

Claims

1. An unconventional cradle suspension structure for a pitched roof, characterized in that, The steel wire rope, the hanging basket, a plurality of through holes are arranged on the inclined roof of the inclined roof, the through holes pass through the inclined roof and are used for penetrating the steel wire rope, one end of the steel wire rope is fixedly connected with the hanging basket, the other end of the steel wire rope is fixedly connected to the top layer wall column or the structural beam located on the inner side of the inclined roof through the through hole, a first high-pressure pipe protection sleeve is sleeved in the through hole, and the first high-pressure pipe protection sleeve is attached to the inner edge of the through hole; The hanging basket is vertically hung below the outer side of the inclined roof through the steel wire rope, a second high-pressure pipe protection sleeve is arranged on the part of the steel wire rope in contact with the roof ridge, the second high-pressure pipe protection sleeve covers the steel wire rope and is tightly fixed with the steel wire rope through the iron wire.

2. A non-conventional cradle suspension structure for a pitched roof as claimed in claim 1, wherein, The steel wire rope is divided into two groups, each group of steel wire ropes is composed of a main steel wire rope and an auxiliary steel wire rope which are arranged at intervals, one end of the main steel wire rope and the auxiliary steel wire rope is fixed to the top layer wall column or the structural beam through a special rope clamp respectively, and the other end of the main steel wire rope and the auxiliary steel wire rope is fixedly connected with the hanging basket through the hoist respectively.

3. A non-conventional cradle suspension structure for a pitched roof as claimed in claim 2, wherein, The two groups of steel wire ropes are symmetrically arranged at two ends of the hanging basket along the length direction of the hanging basket.

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