CN212077599U - Impact resistance device suitable for trestle - Google Patents
Impact resistance device suitable for trestle Download PDFInfo
- Publication number
- CN212077599U CN212077599U CN202020622961.7U CN202020622961U CN212077599U CN 212077599 U CN212077599 U CN 212077599U CN 202020622961 U CN202020622961 U CN 202020622961U CN 212077599 U CN212077599 U CN 212077599U
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- China
- Prior art keywords
- impact
- pipe pile
- steel
- shock
- steel pipe
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 230000008878 coupling Effects 0.000 claims abstract description 4
- 238000010168 coupling process Methods 0.000 claims abstract description 4
- 238000005859 coupling reaction Methods 0.000 claims abstract description 4
- 230000001681 protective effect Effects 0.000 claims description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 13
- 239000000945 filler Substances 0.000 claims description 10
- 230000035939 shock Effects 0.000 abstract description 25
- 238000010276 construction Methods 0.000 abstract description 15
- 239000000463 material Substances 0.000 abstract description 10
- 230000006872 improvement Effects 0.000 abstract description 5
- 230000002708 enhancing effect Effects 0.000 abstract description 2
- 230000000703 anti-shock Effects 0.000 abstract 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 6
- 235000017491 Bambusa tulda Nutrition 0.000 description 6
- 241001330002 Bambuseae Species 0.000 description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 6
- 239000011425 bamboo Substances 0.000 description 6
- 230000008859 change Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an anti-shock device suitable for landing stage, be in including setting up the structure of shocking resistance and the level setting in steel-pipe pile one side the steel-pipe pile with be used for connecting between the structure of shocking resistance the steel-pipe pile with the coupling assembling of structure of shocking resistance. The utility model connects the steel pipe pile and the shock-resistant structure into a whole through the connecting component horizontally arranged between the steel pipe pile and the shock-resistant structure, thus enhancing the shock resistance and the overall stability of the shock-resistant device; the shock-resistant structure of setting in steel-pipe pile one side, simple structure, convenient for material collection, and can use repeatedly, low cost can come into use in the short-term, very big improvement the efficiency of construction.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, especially, relate to an impact resistance device suitable for landing stage.
Background
The trestle usually adopts the steel-pipe pile as the construction foundation as the main temporary structure of construction in the bridge construction to the interim bridge facility of building for solving material, equipment transportation and personnel's traffic in the aquatic, set up the trestle and not only can adopt conventionality, turnover material to go on, can come into operation simultaneously in the short term, have characteristics such as swift, convenient, safety, economy, can effectively solve the quick supply of material on water, mechanical equipment and personnel's traffic scheduling problem. At present, the trestle generally adopts a steel pipe upright post as a foundation, a bridge deck structure is laid on the steel pipe upright post, the dead weight and the construction load are generally considered for the design load of the trestle, the load direction is vertical downwards, the transverse water flow impact is generally not considered, the overturning is generally not considered for the trestle design, the construction period of the trestle is usually longer, the trestle can meet the flood period of a river inevitably, the impact resistance and the overall stability of the trestle are required to be enhanced, the overturning or the instability of the trestle caused by the large water flow impact in the flood season are prevented, the safety of the trestle in the construction is ensured, and an impact resistance device suitable for the trestle is required to be arranged.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the present invention is to provide an anti-impact device suitable for trestle bridge, wherein the steel pipe pile and the anti-impact structure are connected into a whole by a connecting component horizontally arranged between the steel pipe pile and the anti-impact structure, so as to enhance the anti-impact property and the overall stability of the anti-impact device; the shock-resistant structure of setting in steel-pipe pile one side, simple structure, convenient for material collection, and can use repeatedly, low cost can come into use in the short-term, very big improvement the efficiency of construction.
In order to solve the technical problem, the utility model discloses a technical scheme is: anti-impact device suitable for landing stage, its characterized in that: the anti-impact structure comprises an anti-impact structure arranged on one side of a steel pipe pile and a connecting component horizontally arranged between the steel pipe pile and the anti-impact structure and used for connecting the steel pipe pile and the anti-impact structure;
the anti-impact structure comprises an anti-impact protective cylinder which is vertically arranged, the bottom of the anti-impact protective cylinder is fixed at the bottom of the water, the top of the anti-impact protective cylinder extends out of the water surface, and anti-impact filler is arranged inside the anti-impact protective cylinder.
Foretell anti impact device who is applicable to landing stage, its characterized in that: coupling assembling includes the connecting pipe that many levels set up, many the structure homogeneous phase of connecting pipe and its equipartition are established in same horizontal plane.
Foretell anti impact device who is applicable to landing stage, its characterized in that: one end of the connecting pipe is fixed on the outer side wall of the steel pipe pile, and the other end of the connecting pipe is fixed on the outer side wall of the anti-impact pile casing.
Foretell anti impact device who is applicable to landing stage, its characterized in that: the connecting pipe is a horizontally arranged steel pipe, and the anti-impact protective cylinder is a vertically arranged steel protective cylinder.
Compared with the prior art, the utility model has the following advantage:
1. the utility model connects the steel pipe pile and the shock-resistant structure into a whole through the connecting component horizontally arranged between the steel pipe pile and the shock-resistant structure, thus enhancing the shock resistance and the overall stability of the shock-resistant device; the shock-resistant structure of setting in steel-pipe pile one side, simple structure, convenient for material collection, and can use repeatedly, low cost can come into use in the short-term, very big improvement the efficiency of construction.
2. The utility model discloses in impact-resistant structure includes the section of thick bamboo that protects that shocks resistance of vertical setting, the inside of protecting a section of thick bamboo that shocks resistance is provided with the filler that shocks resistance, is in according to the actual rivers impact force of job site the different filler that shocks resistance of weight is placed to the inside of protecting a section of thick bamboo that shocks resistance, can strengthen the impact resistance and the overall stability of landing stage bridge greatly to guarantee the smooth safe construction of later stage bridge.
To sum up, the steel pipe pile and the shock-resistant structure are connected into a whole through the connecting component horizontally arranged between the steel pipe pile and the shock-resistant structure, so that the shock resistance and the overall stability of the shock-resistant device are enhanced; the shock-resistant structure of setting in steel-pipe pile one side, simple structure, convenient for material collection, and can use repeatedly, low cost can come into use in the short-term, very big improvement the efficiency of construction.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Description of reference numerals:
1-steel pipe pile; 2, an anti-impact protection cylinder; 3-impact resistant filler;
4, connecting pipes; 5-water surface.
Detailed Description
As shown in fig. 1, the utility model comprises an impact-resistant structure arranged at one side of a steel pipe pile 1 and a connecting component horizontally arranged between the steel pipe pile 1 and the impact-resistant structure and used for connecting the steel pipe pile 1 and the impact-resistant structure;
the anti-impact structure comprises an anti-impact protective barrel 2 which is vertically arranged, the bottom of the anti-impact protective barrel 2 is fixed at the bottom of the water, the top of the anti-impact protective barrel 2 extends out of the water surface 5, and anti-impact filler 3 is arranged inside the anti-impact protective barrel 2.
When the anti-impact device is in actual use, the steel pipe pile 1 and the anti-impact structure are connected into a whole through the connecting component horizontally arranged between the steel pipe pile 1 and the anti-impact structure, so that the anti-impact property and the overall stability of the anti-impact device are enhanced; the shock-resistant structure of setting in 1 one side of steel-pipe pile, simple structure, convenient for material collection, and can use repeatedly, low cost can be used in the short-term, very big improvement the efficiency of construction.
Wherein, the structure of shocking resistance protects a section of thick bamboo 2 including vertical shock resistance that sets up, the inside that protects a section of thick bamboo 2 that shocks resistance is provided with anti-impact filler 3, is in according to the actual rivers impact force of job site the different anti-impact filler 3 of weight are placed to the inside that protects a section of thick bamboo 2 that shocks resistance, can strengthen the impact resistance and the overall stability of landing stage bridge greatly to guarantee the smooth safe construction of later stage bridge.
It should be noted that, the impact-resistant filler 3 may be made of a material which is easy to find in a construction site and has a large quantity, and is preferably sand, so that a constructor can calculate the water flow impact force of the river according to the actual river hydrological conditions, and convert the water flow impact force into sand with a corresponding weight to fill the impact-resistant pile casing 2.
In this embodiment, coupling assembling includes the connecting pipe 4 that many levels set up, many the structure homogeneous phase of connecting pipe 4 is just its equipartition is established in same horizontal plane.
During practical use, a plurality of connecting pipes 4 are arranged to ensure effective connection between the steel pipe pile 1 and the anti-impact structure, so that the anti-impact device can play an anti-impact role on the trestle.
As shown in fig. 1, in this embodiment, one end of the connection pipe 4 is fixed to the outer side wall of the steel pipe pile 1, and the other end of the connection pipe 4 is fixed to the outer side wall of the impact-resistant casing 2.
In this embodiment, the connecting pipe 4 is a horizontally arranged steel pipe, and the anti-impact protection cylinder 2 is a vertically arranged steel protection cylinder.
When the utility model is used, a connecting pipe 4 is welded at one side of a steel pipe pile 1 at the bottom of a trestle, an anti-impact pile casing 2 is arranged at the other end of the connecting pipe 4, and the anti-impact pile casing 2 is sunk into the bottom of a river; and then filling impact-resistant filler 3 in the impact-resistant pile casing 2 according to the actual water flow impact force, and continuing the construction operation of the trestle after the material filling of the impact-resistant pile casing 2 is finished.
The above, only be the utility model discloses a preferred embodiment, it is not right the utility model discloses do any restriction, all according to the utility model discloses the technical entity all still belongs to any simple modification, change and the equivalent structure change of doing above embodiment the utility model discloses technical scheme's within the scope of protection.
Claims (4)
1. Anti-impact device suitable for landing stage, its characterized in that: the anti-impact structure comprises an anti-impact structure arranged on one side of a steel pipe pile (1) and a connecting component horizontally arranged between the steel pipe pile (1) and the anti-impact structure and used for connecting the steel pipe pile (1) and the anti-impact structure;
the anti-impact structure comprises an anti-impact protective cylinder (2) which is vertically arranged, the bottom of the anti-impact protective cylinder (2) is fixed at the bottom of the water, the top of the anti-impact protective cylinder (2) extends out of the water surface (5), and anti-impact filler (3) is arranged inside the anti-impact protective cylinder (2).
2. The anti-impact device suitable for the trestle according to claim 1, characterized in that: coupling assembling includes connecting pipe (4) that many levels set up, many the structure homogeneous phase of connecting pipe (4) is just its equipartition is established in same horizontal plane.
3. The anti-impact device for the trestle according to claim 2, characterized in that: one end of the connecting pipe (4) is fixed on the outer side wall of the steel pipe pile (1), and the other end of the connecting pipe (4) is fixed on the outer side wall of the anti-impact pile casing (2).
4. The anti-impact device for the trestle according to claim 2, characterized in that: the connecting pipe (4) is a horizontally arranged steel pipe, and the anti-impact protective cylinder (2) is a vertically arranged steel protective cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020622961.7U CN212077599U (en) | 2020-04-22 | 2020-04-22 | Impact resistance device suitable for trestle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020622961.7U CN212077599U (en) | 2020-04-22 | 2020-04-22 | Impact resistance device suitable for trestle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212077599U true CN212077599U (en) | 2020-12-04 |
Family
ID=73596384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020622961.7U Expired - Fee Related CN212077599U (en) | 2020-04-22 | 2020-04-22 | Impact resistance device suitable for trestle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212077599U (en) |
-
2020
- 2020-04-22 CN CN202020622961.7U patent/CN212077599U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201204 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |