CN219587126U - Vertical garbage transportation channel - Google Patents

Abstract

A vertical garbage conveying channel is a standard rubber pipe with the inner diameter of 500mm, the wall thickness of 20mm and the pipe length of 4000mm and a socket, is connected in a sleeve bearing mode, is fixed on a floor by using a circular clamping ring at each floor, is provided with 1 garbage pond at the periphery of a discharge hole, is provided with a drain pipe at a position away from the bottom of the pond, and is provided with a water mist spraying system for dust fall at the discharge hole.

Description

Vertical garbage transportation channel

Technical Field

This patent relates to rubbish cleaning device in the construction of building engineering.

Background

In the construction of large-scale building engineering, the construction waste on the current construction site is transported vertically, and the following 3 methods are available: (a) a tower crane; (b) construction elevator; (c) vertical transport channels. Comparing the above 3 methods, the tower crane can only be used for floors of a discharging platform during construction of a main body structure; the construction elevator can meet the requirement of vertical transportation of construction waste, but takes a large amount of time for transporting personnel and materials, so that construction is performed in a labor-saving mode or the construction period is delayed; the vertical transportation channel method is used for arranging the transportation channel for garbage, and has obvious advantages.

Disclosure of Invention

The technical problems to be solved by the utility model are as follows: a proper position is selected in the structure to reserve a hole for setting a vertical transportation channel, a slope damping slideway is arranged at a discharge hole of the channel, so that gravitational potential energy can be effectively released, impact force at a material falling point is buffered, meanwhile, the protection problem of the vertical transportation channel elevation of garbage needs to be solved, and the problems of stacking, cleaning, dust prevention and noise reduction of garbage are also considered.

The technical scheme adopted for solving the technical problems is as follows: the vertical transportation channel is a standard rubber pipe with the inner diameter of 500mm, the wall thickness of 20mm and the pipe length of 4000mm and a socket, and is connected in a sleeve bearing mode, and the sleeving length is not less than 200mm. The position selection of the channel mainly considers that the first layer of discharge hole is convenient for garbage stacking and clearing. The main structure is constructed at the construction stage of the formwork, rubber pipes are erected at selected positions, the pipes are clamped after concrete is poured, and the pipes are fixed on the floor slab by using circular clamping rings at each floor, so that the pipes are prevented from sliding downwards and bear partial self loads of the rubber pipes and impact loads of garbage. Meanwhile, a movable feeding port of 300mm multiplied by 300mm is formed in a pipeline at the height of 200mm from the floor in each floor, a movable cover plate is opened for feeding during feeding, and the movable cover plate is closed at ordinary times to prevent dust and garbage from splashing. A square cylinder type slope damping slideway is selected as a discharge hole, angle steel with the angle of 80mm multiplied by 6mm is selected as the discharge hole, a slope support and the slope of 45 degrees are welded, 1 square cylinder with the outer diameter of 840mm multiplied by 840mm and the length of about 2000mm is welded by a steel plate with the thickness of 20mm, and 1 round hole with the length of 560mm is formed in the square cylinder for placing a rubber pipe. The inner side of the square cylinder is fully provided with 1 circle of heat-insulating cotton plates with the thickness of 50mm, and 1 wood square cylinder with the outer diameter of 700mm multiplied by 700mm is arranged in the heat-insulating cotton plates. The port is located 4 crotch chucking plank square barrels of welding on the iron section of thick bamboo, then welds square barrel slide to on the slope support, puts into square barrel with the rubber tube again, and the depth of insertion is not more than 100mm, forms the discharge gate to wrap up 1 deck acoustic celotex board in square barrel periphery, make square barrel slide have shock attenuation, noise reduction's function. Meanwhile, a garbage pool with the diameter of 3000mm multiplied by 4000mm is arranged at the periphery of the discharge hole. The garbage pool is built by bricks, and the thickness is not less than 240mm and the height is about 2000 mm. A1-channel sliding door is arranged on one side of the garbage pool, and is opened and closed at ordinary times when garbage is cleared. And reserving a phi 50mmPVC pipe on a wall 100mm away from the bottom of the pool to drain accumulated water into a drainage pipe network. Firstly wetting construction waste in each floor, avoiding directly throwing the dried construction waste into a channel, secondly fully paving a scaffold board on the upper part of a waste pool, fully paving a layer of dustproof net on the scaffold board, sealing the pool, and setting a water mist spraying system at a discharge hole for dust fall.

Compared with the prior art, the utility model has the advantages that: the rubber pipe type vertical transportation channel for the high-rise building rubbish can be used for discharging concrete slag water flushed by a distributing machine and transporting various building rubbish in floors; it can serve the construction stage of main body structure and secondary structure. Because the construction elevator can be transported efficiently, the construction elevator is not occupied, the environment is protected, the safety is ensured, the overall construction efficiency and the civilized construction image can be greatly improved, and the construction elevator has good popularization and application prospects.

Drawings

Fig. 1 is a schematic cross-sectional view of a vertical refuse chute according to the present utility model.

FIG. 2 is a schematic view of a circular snap ring fixed rubber tube of the present utility model.

FIG. 3 is a schematic cross-sectional view of a first layer of the waste pool and a discharge port of the utility model.

Detailed Description

The utility model is described in further detail below in conjunction with the drawings.

Fig. 1 is a schematic cross-sectional view of a vertical refuse chute according to the present utility model. The vertical transportation channel is a standard rubber tube 1 with the inner diameter of 500mm, the wall thickness of 20mm and the tube length of 4000mm and a socket, and is connected in a sleeve bearing mode, and the sleeving length is not less than 200mm. The position selection of the channel mainly considers that the first layer of discharge hole is convenient for garbage stacking and clearing. The main structure construction is in the formwork construction stage, the rubber tube 1 is erected at the selected position, the pipeline 1 is clamped after the concrete floor slab 2 is to be poured, the pipeline is fixed on the floor slab by the circular clamping ring 5 at each floor, and the pipeline is prevented from sliding downwards and bearing part of self load of the rubber tube and impact load of garbage. Meanwhile, a movable feeding port 3 with the height of 300mm multiplied by 300mm is formed in a pipeline at the position, which is about 200mm away from the floor, in each floor, and a movable cover plate 4 is opened for feeding during feeding, and the movable cover plate 4 is closed at ordinary times to prevent dust and garbage from splashing.

Fig. 2 is a schematic view of a circular clasp fixed rubber tube of the present utility model. The main structure construction is in the formwork construction stage, the rubber tube 1 is erected at the selected position, the pipeline 1 is clamped after the concrete floor slab is poured, the pipeline is fixed on the floor slab by the circular clamping ring 5 at each floor, and the pipeline is prevented from sliding downwards and bearing part of the self load of the rubber tube and the impact load of garbage. The circular snap ring 5 adopts two semicircular steel rings, and the ends of the semicircular steel rings are connected and screwed by bolts 6.

Fig. 3 is a schematic cross-sectional view of a first layer of the waste pool and a discharge port of the utility model. The main structure second floor slab 2 is in the formwork construction stage, the rubber tube 1 is erected at the selected position, the pipeline 1 is clamped after the second layer concrete floor slab 2 is to be poured, the pipeline is fixed on the floor slab 2 by the circular clamping ring 5, and the pipeline is prevented from sliding downwards and bearing part of self load of the rubber tube and impact load of garbage. Meanwhile, a movable feeding port 3 with the height of 300mm multiplied by 300mm is formed in a pipeline at the position which is about 200mm away from the floor 2 in the second floor 2, a movable cover plate 4 is opened for feeding during feeding, and the movable cover plate 4 is closed at ordinary times to prevent dust and garbage from splashing. The discharge gate selects square tube 7 type slope damping slideway, selects 80mm 6mm angle steel, welds slope support 8, gradient 45 deg., then welds 1 square tube 7 with the external diameter of 840mm about 2000mm long with the steel plate with the thickness 20mm, and opens 1 round hole 560mm on square tube 7 for placing rubber tube 1. 1 circle of heat-insulating cotton boards with the thickness of 50mm are fully arranged on the inner side of the square cylinder, and 1 wood square cylinder with the outer diameter of 700mm multiplied by 700mm is placed in the heat-insulating cotton boards. 4 hooks are welded on the iron cylinder at the port, the square cylinder 7 is welded on the slope support 8, the rubber tube 1 is put into the square cylinder 7, the insertion depth is not more than 100mm, a discharge hole is formed, and 1 layer of sound insulation plate is wrapped on the periphery of the square cylinder, so that the square cylinder slide has the functions of shock absorption and noise reduction. At the same time, a garbage pool 14 with the diameter of 3000mm multiplied by 4000mm is arranged at the periphery of the discharge hole. The garbage pool 14 is built on the ground layer concrete 10 by adopting brick walls 9, and has the thickness of not less than 240mm and the height of about 2000 mm. A1-channel sliding door is arranged on one side of the garbage pool 14, and is opened and closed at ordinary times when garbage is cleared. A phi 50mmPVC pipe 11 is reserved on a wall 9 which is 100mm away from the bottom of the pool to drain accumulated water into a drainage pipe network. Firstly wetting construction waste in each floor, avoiding directly throwing the dried construction waste into a channel, secondly fully paving a scaffold board 13 on the upper part of a waste pool, fully paving a layer of dust screen on the scaffold board, sealing the pool, and arranging a water mist spraying system 12 at a discharge hole for dust fall.

Claims (4)

1. A vertical refuse chute, characterized in that: the vertical transportation channel is a standard rubber pipe with 500mm inner diameter, 20mm wall thickness and 4000mm pipe length and a socket, and is connected in a sleeve bearing mode, and the sleeving length is 200 mm;

a movable feed port of 300mm multiplied by 300mm is arranged on the pipeline at a height of 200mm from the floor in each floor.

2. A vertical transportation path for garbage according to claim 1, wherein: the circular snap ring adopts two semicircular steel rings, and the end parts of the semicircular steel rings are connected by bolts.

3. A vertical transportation path for garbage according to claim 1, wherein: angle steel with the angle of 80mm multiplied by 6mm is selected, and a slope bracket and the slope are welded at 45 degrees;

1 square cylinder with the outer diameter of 840mm x 840mm and the length of 2000mm is welded by adopting a steel plate with the thickness of 20mm, 1 round hole with the thickness of 560mm is formed in the square cylinder, 1 circle of heat-insulating cotton plate with the thickness of 50mm is fully arranged on the inner side of the square cylinder, 1 wood plate square cylinder with the outer diameter of 700mm x 700mm is placed in the heat-insulating cotton plate, and a rubber tube is placed in the square cylinder and has the insertion depth of 100 mm.

4. A vertical transportation path for garbage according to claim 1, wherein: the size of the garbage pool is 3000mm multiplied by 4000mm, the thickness is 240mm, and the height is 2000 mm;

and reserving a phi 50mm PVC pipe on a wall 100mm away from the bottom of the pool to drain accumulated water into a drainage pipe network.