CN212407774U - A suspension type stores pylon for pipeline - Google Patents
A suspension type stores pylon for pipeline Download PDFInfo
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- CN212407774U CN212407774U CN201922245770.3U CN201922245770U CN212407774U CN 212407774 U CN212407774 U CN 212407774U CN 201922245770 U CN201922245770 U CN 201922245770U CN 212407774 U CN212407774 U CN 212407774U
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- pipeline
- slot
- crossbeam
- underground
- underground pipeline
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Abstract
The utility model discloses a suspension type stores pylon for pipeline, pipeline is located the ditch inslot, including the sleeper, the crossbeam, floorbar and bolt, the both sides of the side slope of slot have the horizontal plane that is less than ground, set up the screed-coat on the horizontal plane of slot both sides respectively, be equipped with the sleeper on the screed-coat, the overlap joint has the crossbeam of strideing across the slot on the sleeper of slot both sides, the top surface of crossbeam is equipped with the back timber, the axis of back timber is perpendicular with the axis of crossbeam, the below of pipeline is located to the floorbar, and perpendicular with pipeline, in order to hold up pipeline, wear to establish the bolt between floorbar and the back timber, come built on stilts pipeline with forming the gallows. The utility model discloses a it is built on stilts to form the gallows to hold up the pipeline, can protect the shallower pipeline when pipeline intercrossing effectively.
Description
Technical Field
The utility model belongs to the technical field of municipal works construction, in particular to suspension type stores pylon for pipeline.
Background
In the process of municipal pipeline reconstruction and upgrade construction, the problem of mutual crossing of pipelines is often encountered. Because the construction surface is narrow, and the case that the shallow pipe is not protected to cause the damage of the underground pipeline occurs, the technical problem to be solved by the technical personnel in the field is to provide a construction method which meets the field construction requirement and can protect the underground pipeline.
SUMMERY OF THE UTILITY MODEL
To the technical problem that exists among the prior art, the utility model provides a suspension type stores pylon for pipeline can protect the pipeline less pipeline when the pipeline is alternately effectively.
In order to solve the technical problem, the utility model discloses a technical scheme is:
the utility model provides a suspension type stores pylon for underground pipeline, underground pipeline are located the ditch inslot, including sleeper, crossbeam, floorbar and bolt, the both sides of the side slope of slot have the horizontal plane that is less than ground, set up the screed-coat on the horizontal plane of slot both sides respectively, be equipped with the sleeper on the screed-coat, the overlap joint has the crossbeam of strideing across the slot on the sleeper of slot both sides, the top surface of crossbeam is equipped with the back timber, the axis of back timber is perpendicular with the axis of crossbeam, the below of underground pipeline is located to the floorbar to it is perpendicular with underground pipeline, in order to hold up underground pipeline, wear to establish the bolt between floorbar and the back timber, come the underground pipeline with forming the gallows.
Preferably, the leveling layer is at a certain distance from the side slope of the groove.
Preferably, the leveling layer is composed of a yellow sand layer or a stone powder layer with a certain thickness.
Preferably, the bottom beam and the top beam are both of a double-steel-pipe structure, and the two steel pipes are connected in a welding mode.
Preferably, the sleepers are arranged in two layers which are overlapped up and down.
Compared with the prior art, the utility model discloses the beneficial effect who has is: the utility model discloses a it is built on stilts to form the gallows to hold up the pipeline, can protect the shallower pipeline when pipeline intercrossing effectively.
Drawings
Fig. 1 is a schematic front view of a suspension hanger for underground pipelines according to the present invention;
fig. 2 is a schematic side view of a suspension hanger for underground pipelines according to the present invention.
Fig. 3 is a schematic side view of a bottom beam of a suspension hanger for an underground pipeline according to the present invention;
in the figure, 1, a side slope; 2. an underground pipeline; 3. drawing up a drainage and pollution discharge system; 4. leveling layer; 5. crossties; 6. a cross beam; 7. a bottom beam; 8. a top beam; 9. a bolt; 10. the ground is the current situation.
Detailed Description
In order to make the technical solution of the present invention better understood by those skilled in the art, the present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1 and 2, the embodiment of the utility model discloses a suspension type stores pylon for underground pipeline, underground pipeline 2 are located the ditch inslot for underground pipeline's suspension type stores pylon includes sleeper 5, crossbeam 6, floorbar 7 and bolt 9, and the both sides of the side slope 1 of slot have the horizontal plane that is less than ground, set up screed-coat 4 on the horizontal plane of slot both sides respectively, and screed-coat 4 comprises the yellow sand layer or the mountain flour layer of certain thickness. Be equipped with sleeper 5 on screed-coat 4, the overlap joint has the crossbeam 6 of strideing across the slot on the sleeper 5 of slot both sides, and the top surface of crossbeam 6 is equipped with back timber 8, and the axis of back timber 8 is perpendicular with the axis of crossbeam 6, and the below of underground pipeline 2 is located to floorbar 7 to it is perpendicular with the bottom line pipeline, in order to hold up underground pipeline, wear to establish bolt 9 between floorbar 7 and the back timber 8, in order to form the gallows and come the built on stilts underground pipeline.
A construction method of a suspension hanger for an underground pipeline comprises the following steps:
1) and positioning the underground pipeline. The concrete mode of positioning the underground pipeline is as follows: firstly, lofting a proposed drainage and pollution discharge system 3, then exploring an underground pipeline 2 in a construction section by using a pipeline detector, excavating and exploring the underground pipeline 2 through a manual pit exploration, determining the position and the burial depth of the underground pipeline, and rechecking the proposed drainage and pollution discharge system 3;
2) manually excavating a groove in a construction section; in order to ensure the safety of the pipeline, the underground pipeline 2 in the construction section needs to be completely exposed;
3) the both sides of the side slope 1 of slot set up the screed-coat 4 respectively, and the screed-coat 4 is located the horizontal plane of the below of existing-situation ground 10, and the thickness of screed-coat 4 is 5cm, and in order to guarantee the stability of side slope 1, screed-coat 4 has the certain distance apart from the side slope 1 of slot. The leveling layer 4 is formed by paving a certain thickness of yellow sand or stone powder. And a sleeper 5 is arranged on the leveling layer 4, the sleeper 5 adopts a batten, and the sleeper 5 is arranged into two layers which are overlapped up and down. Cross beams 6 crossing the grooves are lapped on the sleepers 5 on the two sides of the grooves;
4) the underground pipeline 2 is supported by a bottom beam 7, a top beam 8 is arranged on the top surface of the cross beam 6, and a bolt 9 is arranged between the bottom beam 7 and the top beam 8 in a penetrating mode to form a hanging frame for hanging the underground pipeline 2. In this step, the bottom beam 7 and the top beam 8 are both of a double-steel-pipe structure, and the two steel pipes are arranged side by side and are welded. After the H-shaped steel cross beam 6 is installed, the underground pipeline 2 is subjected to bottom pocket by the bottom beam 7, the top beam 8 is arranged on the H-shaped steel cross beam, the double top beams 8 and the bottom beam 7 are connected by the bolts 9 to form a steel pipe bolt hanging system, and the overhead pipeline achieves the effect of protecting the underground pipeline 2.
The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Various modifications and equivalents of the invention can be made by those skilled in the art within the spirit and scope of the invention, and such modifications and equivalents should also be considered as falling within the scope of the invention.
Claims (5)
1. The utility model provides a suspension type stores pylon for underground pipeline, underground pipeline are located the ditch inslot, a serial communication port, including sleeper, crossbeam, floorbar and bolt, the both sides of the side slope of slot have the horizontal plane that is less than ground, set up the screed-coat on the horizontal plane of slot both sides respectively, be equipped with the sleeper on the screed-coat, the overlap joint has the crossbeam of strideing across the slot on the sleeper of slot both sides, the top surface of crossbeam is equipped with the back timber, the axis of back timber is perpendicular with the axis of crossbeam, underground pipeline's below is located to the floorbar to it is perpendicular with underground pipeline, in order to hold up underground pipeline, wear to establish the bolt between floorbar and the back timber, come built on stilts underground pipeline with forming the gallows.
2. A suspension hanger for underground utility according to claim 1, wherein the screed layer is spaced from the side slope of the trench.
3. A suspension hanger for underground pipelines according to claim 1, wherein the leveling layer is formed of a layer of sand or stone powder of a certain thickness.
4. The suspension hanger for underground pipelines according to claim 1, wherein the bottom beam and the top beam are both of a double steel pipe structure, and the two steel pipes are welded together.
5. A suspension hanger for underground utility according to claim 1, wherein the crossties are arranged in two layers on top of each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922245770.3U CN212407774U (en) | 2019-12-13 | 2019-12-13 | A suspension type stores pylon for pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922245770.3U CN212407774U (en) | 2019-12-13 | 2019-12-13 | A suspension type stores pylon for pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212407774U true CN212407774U (en) | 2021-01-26 |
Family
ID=74401158
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922245770.3U Active CN212407774U (en) | 2019-12-13 | 2019-12-13 | A suspension type stores pylon for pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212407774U (en) |
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2019
- 2019-12-13 CN CN201922245770.3U patent/CN212407774U/en active Active
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