Wall protection pile structure for river regulation

Abstract

According to the technical scheme, the wall protection pile structure for river regulation is characterized in that the wall protection pile structure for river regulation belongs to the field of wall protection pile structures and comprises a river body, a connecting mechanism is installed at the outer end of the river body, a plurality of reinforcing mechanisms are installed at the inner end of the connecting mechanism, and each reinforcing mechanism comprises a reinforcing pad. The reinforcing pads are uniformly distributed at the inner end of the connecting mechanism, reinforcing pads are mounted at the front ends of the reinforcing pads, and a plurality of connecting rods are mounted at the inner ends of the reinforcing pads; by arranging the connecting rods, a supporting structure can be formed outside the wall protection pile body, when the bottom of the waist beam is subjected to impact force from water flow and soil, acting force borne by the bottom rods is buffered and restrained by the sliding blocks and the damping pieces, direct impact on the wall protection pile body can be reduced, erosion and abrasion of the water flow to the bottom of the waist beam are reduced, and the service life of the wall protection pile body is prolonged. And the buffer insertion structure can provide certain deformation adaptability, damage caused by stress concentration is reduced, and the practicability of the wall protection pile structure for river regulation is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to a retaining pile structure field, especially a retaining pile structure for river regulation. BACKGROUND

[0002] The retaining pile structure in river regulation is important engineering facility for protecting river bank and stabilizing river channel, the role of retaining pile structure is to prevent river bank erosion and collapse, and maintain the stability of river channel, so the retaining pile structure is extremely important in river regulation work;

[0003] The existing retaining pile structure has certain disadvantages in use, first, the retaining pile structure is impacted by the impact force of water flow and soil in use, a single reinforcing structure arranged outside the retaining pile structure cannot protect the external force, which reduces the structural stability of the retaining pile structure, therefore, the utility model provides a retaining pile structure for river regulation. UTILITY MODEL CONTENT

[0004] In order to overcome the defects of prior art, the utility model provides a retaining pile structure for river regulation, a plurality of connecting rods are installed at the inner end of the plurality of reinforcing pads, the connecting rod can form a supporting structure outside the retaining pile body, the structural strength of the waist beam reinforcing the retaining pile body is increased, and the connecting mechanism is used in the process, when the bottom of the waist beam is impacted by the water flow and soil, the impact force on the bottom rod is buffered and inhibited by the sliding block and the damping piece, the bottom of the waist beam is protected and reinforced, the direct impact on the retaining pile body is reduced, the erosion and wear of the water flow on the bottom of the waist beam is reduced, and when extreme water level or soil changes are encountered, the buffer insertion structure can provide certain deformation adaptability, reduce damage caused by stress concentration, and improve the practicability of the retaining pile structure for river regulation.

[0005] The above technical purpose of the utility model is realized by the following technical scheme:

[0006] A retaining pile structure for river regulation, comprising a river body, a connecting mechanism is installed at the outer end of the river body, a plurality of reinforcing mechanisms are installed at the inner end of the connecting mechanism.

[0007] The reinforcing mechanism comprises a reinforcing pad, the reinforcing pads are uniformly distributed at the inner end of the connecting mechanism, a reinforcing pad is installed at the front end of the reinforcing pad, a plurality of connecting rods are installed at the inner end of the reinforcing pad, a support column is installed at the bottom end of the connecting mechanism, the support columns are uniformly distributed, a bottom rod is slidingly connected at the inner end of the support column, a sliding block is installed at the outer end of the bottom rod, and a damping piece is installed at the outer end of the sliding block.

[0008] By installing the connecting rod and the bottom rod, the practicability of the retaining pile structure for river regulation is improved.

[0009] Further, the sliding block is slidably connected to the inner end of the support column, and the inner end of the support column is provided with a guide groove.

[0010] By installing the sliding block, the stability of the bottom rod buffer is improved.

[0011] Further, the inner end of the connecting mechanism is slidably connected with a plurality of stabilizing rods, the outer end of the stabilizing rod is sleeved with a buffer ring, and the rear end of the stabilizing rod is provided with a buffer piece.

[0012] By installing the stabilizing rod and the buffer ring, the overall impact resistance of the retaining pile structure is enhanced.

[0013] Further, the outer side of the buffer ring is movably connected with a guide ring, the guide ring is located at the outer end of the stabilizing rod, and the outer end of the guide ring is provided with a buffer groove.

[0014] By installing the buffer groove, the stabilizing rod and the buffer ring can perform buffer protection work more stably without deviation.

[0015] Further, the upper side of the river body is movably connected with a top beam, the bottom end of the top beam is provided with a retaining pile body, and the retaining pile body is uniformly distributed.

[0016] By installing the retaining pile body and the top beam, the plurality of retaining pile bodies cooperate with the top beam to form a protective support structure outside the river body, so that the river body remains stable.

[0017] Further, the outer end of the retaining pile body is movably connected with a waist beam, and the bottom end of the waist beam is provided with a plurality of reinforcing columns.

[0018] By installing the reinforcing column, the use effect of the waist beam is improved.

[0019] Further, the bottom end of the reinforcing column is provided with a reinforcing plate.

[0020] By installing the reinforcing plate, the protection effect of the waist beam is increased.

[0021] Further, the inner end of the reinforcing plate is provided with a plurality of reinforcing columns, and the inner end of the top beam is provided with a plurality of cables.

[0022] By installing the reinforcing column, the structural strength of the retaining pile body is further improved.

[0023] In summary, the utility model has the following beneficial effects:

[0024] 1、By setting the connecting rod and the bottom rod, the inner end of the plurality of reinforcing pads is provided with a plurality of connecting rods, the connecting rod can form a supporting structure outside the bulkhead pile body, the structure strength of the waist beam reinforcing the bulkhead pile body is increased, and the connecting mechanism is used in the process, when the bottom of the waist beam is impacted by the flow and the soil, the force acting on the bottom rod is buffered and inhibited by the sliding block and the damping piece, the bottom of the waist beam is protected and reinforced, the direct impact on the bulkhead pile body can be reduced, the erosion and wear of the flow on the bottom of the waist beam can be reduced, and when extreme water level or soil change is encountered, the buffer insertion structure can provide certain deformation adaptability, reduce damage caused by stress concentration, and improve the practicability of the river regulation bulkhead pile structure;

[0025] 2、By setting the stabilizing rod and the buffer ring, the stabilizing rod and the buffer ring can form a buffer reinforcing structure at the inner end of the waist beam when the bulkhead pile body and the waist beam are used, the external applied pressure can be effectively dispersed when the bulkhead pile body and the waist beam are subjected to external force, the local stress concentration phenomenon is reduced, cracking and structural failure are prevented, the direct impact on the waist beam is reduced, the overall impact resistance of the bulkhead pile structure is enhanced, and the structural strength of the bulkhead pile is further improved;

[0026] 3、By setting the reinforcing column, the reinforcing column is located outside the bulkhead pile body, the structural strength of the bulkhead pile body can be further improved, and the bulkhead pile body can be prevented from collapsing. BRIEF DESCRIPTION OF DRAWINGS

[0027] Figure 1 is a schematic view of the overall structure in this embodiment;

[0028] Figure 2 is a schematic view of the structure of the cross section of the support column in this embodiment;

[0029] Figure 3 is a schematic view of the structure of the cross section of the support column in this embodiment; Figure 2 is a schematic view of the structure of the cross section of the support column in this embodiment;

[0030] Figure 4 is a schematic view of the structure of the cross section of the support column in this embodiment;

[0031] Figure 5 is a schematic view of the structure of the cross section of the support column in this embodiment; Figure 4 is a schematic view of the structure of the cross section of the support column in this embodiment;

[0032] In the figure, 1, river channel body; 2, connecting mechanism; 201, top beam; 202, fender pile body; 203, waist beam; 204, reinforcing column; 205, reinforcing plate; 206, reinforcing column; 207, inhaul cable; 3, reinforcing mechanism; 301, reinforcing pad; 302, reinforcing pad; 303, connecting rod; 304, support column; 305, bottom rod; 306, sliding block; 307, damping piece; 308, guide groove; 309, stabilizing rod; 310, buffer ring; 311, buffer piece; 312, guide ring; 313, buffer groove. DETAILED DESCRIPTION

[0033] The utility model will be made further detailed description in combination with the drawings.

[0034] Wherein same part is indicated with same reference numerals. It is to be noted that the words "front", "back", "left", "right", "upper" and "lower" used in the following description refer to the directions in the drawings, and the words "bottom surface" and "top surface", "inner" and "outer" refer to the directions towards or away from the geometric center of a particular component.

[0035] Referring to Figures 1-5 As shown in the figure, it is a fender pile structure for river channel management in a preferred embodiment of the utility model, comprising a river channel body 1, a connecting mechanism 2 is installed at the outer end of the river channel body 1, and a plurality of reinforcing mechanisms 3 are installed at the inner end of the connecting mechanism 2.

[0036] The reinforcing mechanism 3 comprises reinforcing pads 301, which are uniformly distributed at the inner end of the connecting mechanism 2, reinforcing pads 301 are installed at the front end of the reinforcing pads 301, reinforcing pads 302 are installed at the inner end of the reinforcing pads 302, a plurality of connecting rods 303 are installed at the inner end of the reinforcing pads 302, support columns 304 are installed at the bottom end of the connecting mechanism 2, the support columns 304 are uniformly distributed, bottom rods 305 are slidingly connected to the inner end of the support columns 304, sliding blocks 306 are installed at the outer end of the bottom rods 305, and damping pieces 307 are installed at the outer end of the sliding blocks 306.

[0037] Referring to Figures 2-3 Further, the sliding blocks 306 are slidingly connected to the inner end of the support columns 304, and guide grooves 308 are formed at the inner end of the support columns 304.

[0038] Referring to Figures 4-5 Further, a plurality of stabilizing rods 309 are slidingly connected to the inner end of the connecting mechanism 2, buffer rings 310 are sleeved at the outer end of the stabilizing rods 309, and buffer pieces 311 are installed at the rear end of the stabilizing rods 309.

[0039] Referring to Figure 5 Further, guide rings 312 are movably connected to the outer side of the buffer rings 310, the guide rings 312 are located at the outer end of the stabilizing rods 309, and buffer grooves 313 are formed at the outer end of the guide rings 312.

[0040] Multiple connecting rods 303 are installed on the inner ends of multiple reinforcing pads 301. The connecting rods 303 can form a support structure on the outside of the retaining wall pile body 202, increasing the structural strength of the waist beam 203 and the retaining wall pile body 202. During use, when the bottom of the waist beam 203 is subjected to impact from water flow and soil, the force on the bottom rod 305 is buffered and suppressed by the slider 306 and damping element 307. The slider 306 can transmit the force generated by the bottom rod 305. The moving slider 306, in conjunction with the guide groove 308, allows the structure to operate more stably with buffering, protecting and reinforcing the bottom of the waist beam 203, reducing direct impact on the retaining wall pile body 202, and reducing the impact of water flow on the waist beam 203. The bottom of beam 203 is subject to erosion and wear, and the buffer insertion structure can provide a certain degree of deformation adaptability when encountering extreme water levels or soil changes. When the retaining pile body 202 and the waist beam 203 are in use, the stabilizing rod 309 and the buffer ring 310 can form a buffer reinforcement structure at the inner end of the waist beam 203. When the retaining pile body 202 and the waist beam 203 are subjected to external forces, they can effectively disperse the externally applied pressure, reduce local stress concentration, prevent cracking and structural failure, and reduce direct impact on the waist beam 203. The buffer groove 313 can guide and restrict the stabilizing rod 309 and the buffer ring 310 that are moving in a buffering manner, so that the stabilizing rod 309 and the buffer ring 310 can perform buffering protection work more stably and will not deviate.

[0041] Reference Figure 1 As shown, a top beam 201 is movably connected above the river channel body 1, and a retaining wall pile body 202 is installed at the bottom end of the top beam 201. The retaining wall pile bodies 202 are evenly distributed.

[0042] Reference Figure 1 As shown, further, a waist beam 203 is movably connected to the outer end of the retaining pile body 202, and multiple reinforcing columns 204 are installed at the bottom end of the waist beam 203.

[0043] Reference Figure 1 As shown, a reinforcing plate 205 is further installed at the bottom end of the reinforcing column 204.

[0044] Reference Figure 1 As shown, further, multiple reinforcing columns 206 are installed at the inner end of the reinforcing plate 205, and multiple cables 207 are installed at the inner end of the top beam 201.

[0045] By installing multiple retaining pile bodies 202 matched with the top beam 201, a protective support structure can be formed outside the river body 1, the reinforcing columns 204 can increase the structural strength of the waist beam 203 and the supporting and reinforcing area, the reinforcing plates 205 matched with the multiple reinforcing columns 204 can increase the protective area outside the multiple retaining pile bodies 202, and the reinforcing columns 206 located outside the retaining pile bodies 202 can further improve the structural strength of the retaining pile bodies 202 to prevent the retaining pile bodies 202 from collapsing.

[0046] Specific implementation process: when the device is used, multiple retaining pile bodies 202 matched with the top beam 201 can form a protective support structure outside the river body 1, reinforcing plates 205 matched with multiple reinforcing columns 204 can increase the protective area outside the multiple retaining pile bodies 202, and reinforcing columns 206 located outside the retaining pile bodies 202 can further improve the structural strength of the retaining pile bodies 202.

[0047] In use, the connecting rod 303 can form a support structure outside the retaining pile body 202, so that the waist beam 203 reinforces the structural strength of the retaining pile body 202, and during use of the connecting mechanism 2, when the bottom of the waist beam 203 is subjected to impact force from the water flow and the soil, the acting force on the bottom rod 305 is buffered and inhibited by the sliding block 306 and the damping member 307, the bottom of the waist beam 203 is protected and reinforced, the direct impact on the retaining pile body 202 is reduced, the erosion and wear of the bottom of the waist beam 203 by the water flow is reduced, the stabilizing rod 309 and the buffer ring 310 can form a buffering and reinforcing structure at the inner end of the waist beam 203, when the retaining pile body 202 and the waist beam 203 are subjected to external force, the external applied pressure can be effectively dispersed, the local stress concentration phenomenon is reduced, cracking and structural failure are prevented, the direct impact on the waist beam 203 is reduced, and the structural strength of the retaining pile structure is increased.

[0048] The basic principles and main features of the present application and the advantages of the present application are shown and described above. Those skilled in the art should understand that the present application is not limited by the above examples, and the above examples and descriptions in the specification are only to illustrate the principles of the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the claimed present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A retaining pile structure for river regulation, characterized by: Including river body (1), the outer end of river body (1) is equipped with connecting mechanism (2), the inner end of connecting mechanism (2) is equipped with multiple reinforcing mechanisms (3); The reinforcing mechanism (3) includes reinforcing pad (301), the reinforcing pad (301) is evenly distributed in the inner end of connecting mechanism (2), the front end of reinforcing pad (301) is equipped with reinforcing pad (302), the inner end of reinforcing pad (302) is equipped with multiple connecting rods (303), the bottom end of connecting mechanism (2) is equipped with support (304), the support (304) is evenly distributed, the inner end of support (304) is slidably connected with bottom rod (305), the outer end of bottom rod (305) is equipped with sliding block (306), the outer end of sliding block (306) is equipped with damping piece (307).

2. The sheet pile structure for river training according to claim 1, wherein: The sliding block (306) is slidably connected to the inner end of the support (304), and the inner end of the support (304) is provided with a guide groove (308).

3. The sheet pile structure for river training according to claim 1, wherein: The inner end of the connecting mechanism (2) is slidably connected with multiple stable rods (309), the outer end of the stable rod (309) is sleeved with a buffer ring (310), and the rear end of the stable rod (309) is equipped with a buffer piece (311).

4. The sheet pile structure for river training according to claim 3, wherein: The outer side of the buffer ring (310) is movably connected with a guide ring (312), the guide ring (312) is located at the outer end of the stable rod (309), and the outer end of the guide ring (312) is provided with a buffer groove (313).

5. The sheet pile structure for river training according to claim 1, wherein: The top beam (201) is movably connected above the river body (1), the bottom end of the top beam (201) is equipped with a wall pile body (202), and the wall pile body (202) is evenly distributed.

6. The sheet pile structure for river training according to claim 5, wherein: The outer end of the wall pile body (202) is movably connected with a waist beam (203), and the bottom end of the waist beam (203) is equipped with multiple reinforcing columns (204).

7. The sheet pile structure for river training according to claim 6, wherein: The bottom end of the reinforcing column (204) is equipped with a reinforcing plate (205).

8. The sheet pile structure for river training according to claim 7, wherein: The inner end of the reinforcing plate (205) is equipped with multiple reinforcing columns (206), and the inner end of the top beam (201) is equipped with multiple inhaul cables (207).

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