CN203294671U

CN203294671U - Tubular belt conveyor truss embankment penetrating structure

Info

Publication number: CN203294671U
Application number: CN2013203139996U
Authority: CN
Inventors: 周万文
Original assignee: CHENGDU LIBO CONVEYING MACHINERY Co Ltd
Current assignee: CHENGDU LIBO CONVEYING MACHINERY Co Ltd
Priority date: 2013-06-03
Filing date: 2013-06-03
Publication date: 2013-11-20
Anticipated expiration: 2023-06-03

Abstract

The utility model provides a tubular belt conveyor truss embankment penetrating structure which comprises a guide rail, steel wire ropes, steel tubes and at least two PSK plates. Each PSK plate is composed of rollers, trundle sets and supports. According to each PSK plate, an upper hexagonal carrier roller set and a lower hexagonal carrier roller set are composed of 11 rollers. Each carrier roller set is composed of 6 rollers. The two carrier roller sets share one of the rollers. The two sides of each PSK plate are provided with the supports. Each trundle set is arranged below one support. Every two PSK plates are connected in series through the steel wire ropes penetrating through the steel tubes of the equal length. According to the tubular belt conveyor truss embankment penetrating structure, each PSK plate is independent of other PSK plates. The tubular belt conveyor truss embankment penetrating structure is convenient to detach and the problem that a rubber belt of a tubular belt conveyor is twisted in a culvert is effectively solved.

Description

A kind of pipe conveyer truss is worn embankment structure

Technical field

The utility model relates to the pipe conveyer technical field of mass transport, relates in particular to and can guarantee that the pipe conveyer body passes a kind of pipe conveyer truss that flood bank uses and wears embankment structure.

Background technology

While transferring the material such as coal on the shipping harbour, segment terminal adopts ordinary straps machine convey materials, but when running into the river harbour that flood bank is set, the confidential culvert that passes flood bank of ordinary straps.As everyone knows, flood bank is the Infrastructure of national flood control functional department administration outbalance, therefore other buildings and facility are when passing flood bank, should consider at first to protect the safety problem of flood bank, because ordinary straps machine section is larger, add the aisle of safeguarding of ordinary straps machine both sides, the culvert size that the ordinary straps machine passes flood bank is very large, can cause objective safety hazard; If the ordinary straps machine adopts from striding across the design plan of flood bank in the air, need to be at the large span aerial gallery of flood bank both sides building with support post, set upright post basic load is larger, may can cause very large destruction to the ground of flood bank both sides, flood control competent authorities of government do not allow such design.

The utility model content

Above-mentioned defect and problem for prior art, do not affect under the flood control function of flood bank in assurance, the technical scheme that the utility model provides is to solve the tube-shaped belt belt feeder, be the difficult problem that pipe conveyer passes through embankment, and section is little, embankment structure is worn in environmental protection, the flexible and changeable a kind of pipe conveyer truss of turning.

In order to achieve the above object, the utility model provides following technical scheme:

A kind of pipe conveyer truss is worn embankment structure, comprise that guide rail, steel rope, steel pipe, at least 2 PSK plates form, the PSK plate is comprised of roller, horn ring group and bearing, described PSK plate forms the two groups of hexagonal carrying roller groups in up and down by 11 rollers, each carrying roller group is comprised of 6 rollers, two shared 1 rollers wherein of carrying roller group, and PSK plate both sides arrange bearing, the horn ring group that can walk in orbit is set under bearing, is connected in series with the steel pipe of steel wire penetrating equal length between two PSK plates and PSK plate.

In technique scheme, described steel pipe is arranged in four placements of foot of PSK plate.

In technique scheme, two horn ring groups are set under described each bearing.

In technique scheme, but described steel rope two ends are fixed on adjusting screw(rod).

The utlity model has following advantage:

1, separate between PSK plate and PSK plate, after unclamping steel rope, PSK plate and steel pipe can take out separately, and convenient disassembly is reserved with certain space in the culvert both sides, in the situation that do not block the adhesive tape convenient PSK carrying roller of changing in culvert again.

2, steel rope is connected with adjusting screw(rod) with the fixed bearing at culvert two ends, in use as adhesive tape in culvert, torsion phenomenon is arranged, and we can adjusting screw(rod), loosens or tense wire rope, guarantees that the PSK board plane is vertical with the pipe conveyer axis.

Description of drawings

In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, below will the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, under the prerequisite of not paying creative work, can also obtain according to these accompanying drawings other accompanying drawing.

Fig. 1 is the utility model structural representation.

Fig. 2 is the PSK plate structure schematic diagram of the B-B ' section of the utility model Fig. 1.

Wherein: the 1st, guide rail; The 2nd, steel rope; The 3rd, steel pipe; The 4th, PSK plate; The 5th, roller; The 6th, the horn ring group; The 7th, bearing; The 8th, adjusting screw(rod).

The specific embodiment

Below in conjunction with accompanying drawing of the present utility model, the technical solution of the utility model is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Based on the embodiment in the utility model, those of ordinary skills are not making under the creative work prerequisite the every other embodiment that obtains, and all belong to the scope of the utility model protection.

According to illustrated in figures 1 and 2, as embodiment:

A kind of pipe conveyer truss of the utility model is worn embankment structure, comprises that guide rail, steel rope, steel pipe, at least 2 PSK plates form, and rail welding is both sides in the culvert of flood bank.

the PSK plate is by roller, horn ring group and bearing form, described PSK plate forms the two groups of hexagonal carrying roller groups in up and down by 11 rollers, each carrying roller group is comprised of 6 rollers, two shared 1 rollers wherein of carrying roller group, the pipe conveyer of existing utilization all becomes tubulose up and down, centre arranges two horizontal roll, manage adhesive tape on a roll support, the lower pipe adhesive tape of roller constraint, two roller constant speed are reversed work, therefore, the utility model is cancelled wherein roller, utilize a roller still can realize this two kinds of functions, and do not affect the performance of pipe conveyer, main purpose has been to reduce the oad of PSK plate.

PSK plate both sides arrange bearing, the horn ring group that can walk in orbit is set under bearing, two horn ring groups are set under each bearing, totally 4 horn ring groups, the horn ring group can freely be walked separately on guide rail, and 4 horn ring groups can guarantee that the PSK plate is in vertical direction, be connected in series with the steel pipe of steel wire penetrating equal length between two PSK plates and PSK plate, namely use steel rope the PSK board component, steel pipe, PSK board component again ... connect successively with the form of wearing sugarcoated haws, steel pipe is arranged in four placements of foot of PSK plate, the utility model adopts 4 steel pipes between every two blocks of PSK plates to be arranged in four pin of PSK plate, to guarantee parallel between PSK plate and PSK plate.

In technique scheme, but described steel rope two ends are fixed on adjusting screw(rod), the bearing at steel rope and culvert two ends is fixedly connected on adjusting screw(rod), in use as adhesive tape in culvert, torsion phenomenon is arranged, we can adjusting screw(rod), loosen or tense wire rope, guarantee that the PSK board plane is vertical with the pipe conveyer axis.

The utility model has according to pipe conveyer the characteristics flexibly of turning, and the pipe conveyer body is in culvert, and its outlet exceeds the embankment end face at the embankment upstream side, has solved like this to bury culvert underground can affect the technical matters of embankment flood control elevation in embankment.Adopt simultaneously between PSK plate and PSK plate and be connected with the structure of steel wire penetrating steel pipe, PSK plate and steel pipe can take out separately, convenient disassembly, after being convenient to the periodic replacement of the carrying roller of culvert inside, convenient installation simultaneously, the PSK roller is arranged on the PSK plate in culvert outside, and then the PSK plate is packed in culvert by track.

The above; it is only the specific embodiment of the present utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; can expect easily changing or replacing, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion by described protection domain with claim.

Claims

1. a pipe conveyer truss is worn embankment structure, it is characterized in that: comprise that guide rail, steel rope, steel pipe, at least 2 PSK plates form, the PSK plate is comprised of roller, horn ring group and bearing, described PSK plate forms the two groups of hexagonal carrying roller groups in up and down by 11 rollers, each carrying roller group is comprised of 6 rollers, two shared 1 rollers wherein of carrying roller group, PSK plate both sides arrange bearing, the horn ring group that can walk in orbit is set under bearing, is connected in series with the steel pipe of steel wire penetrating equal length between two PSK plates and PSK plate.

2. a kind of pipe conveyer truss according to claim 1 is worn embankment structure, it is characterized in that: described steel pipe is arranged in four placements of foot of PSK plate.

3. a kind of pipe conveyer truss according to claim 1 is worn embankment structure, it is characterized in that: two horn ring groups are set under described each bearing.

4. arbitrary described a kind of pipe conveyer truss is worn embankment structure according to claim 1, it is characterized in that: but described steel rope two ends are fixed on adjusting screw(rod).