CN219909053U

CN219909053U - Pile bearing type retaining wall structure

Info

Publication number: CN219909053U
Application number: CN202321262361.4U
Authority: CN
Inventors: 李宗坤; 陈宇飞; 葛巍; 王娟
Original assignee: Zhengzhou University
Current assignee: Zhengzhou University
Priority date: 2023-05-24
Filing date: 2023-05-24
Publication date: 2023-10-27
Anticipated expiration: 2033-05-24

Abstract

The utility model relates to the technical field of retaining wall structures, and discloses a pile-supported retaining wall structure, which comprises pile foundation joists, wherein the bottom of each pile foundation joist is fixedly provided with four steel pipe piles, the top of each pile foundation joist is fixedly provided with a bearing wall, the outer surface of each bearing wall is fixedly provided with an auxiliary component, and each auxiliary component comprises a limit groove, a buffer strip, a filter plate, a pressure measurer, a drain pipe, a reinforcing rib, a warning lamp, a support plate and a fixing plate. This stake hold formula retaining wall structure supports the bearing wall through strengthening rib, extension board and fixed plate to reduce the clearance between the side slope with the impact resistance of bearing wall, guarantee the protection effect of administering to the side slope, utilize the drain pipe of seting up simultaneously, effectual drainage rainwater avoids the rainwater to pile up, leads to the loose problem that runs off of earth to appear, has further guaranteed the stability that the stake holds formula retaining wall supported, and has improved the protection effect at the side slope in-process of administering.

Description

Pile bearing type retaining wall structure

Technical Field

The utility model relates to the technical field of retaining wall structures, in particular to a pile-bearing retaining wall structure.

Background

Landslide is the effect and the phenomenon that some part of rock soil on the mountain slope produced shearing displacement and wholly moved to the slope below along certain weak structural plane under the action of gravity, in order to reduce the injury that the landslide caused, is provided with the retaining wall in the side slope outside generally to prevent the production of landslide phenomenon, pile-supported retaining wall mainly bears the vertical load in the ground by vertical stake, adopts the wall body to retrain the protection to the side slope.

According to the technical scheme, one end distance between the wall body and the side slope is used for buffering, but the structure reduces the supporting and reinforcing effects on the side slope, so that the side slope is unfavorable to be used in side slope treatment, meanwhile, due to rainfall and the like, when the external water quantity is too large, some silt is carried into the side slope retaining wall, the spring mechanism is soaked in the muddy water to cause negative influence, and the later buffering effect is influenced, so that the pile-bearing retaining wall structure is provided for solving the problems.

Disclosure of Invention

(one) solving the technical problems

Aiming at the defects of the prior art, the utility model provides a pile-bearing retaining wall structure, which has the advantages of improving the supporting effect, facilitating drainage, facilitating cleaning and the like, and solves the problems that the clearance in a comparison document is large, the slope treatment protection is not facilitated, and meanwhile, the retaining wall structure is influenced by lack of a drainage structure.

(II) technical scheme

In order to achieve the above purpose, the present utility model provides the following technical solutions: the pile-supporting retaining wall structure comprises pile foundation joists, wherein the bottom of each pile foundation joist is fixedly provided with four steel pipe piles, the top of each pile foundation joist is fixedly provided with a bearing wall, and the outer surface of each bearing wall is fixedly provided with an auxiliary assembly;

the auxiliary component comprises a limit groove, buffer strips, a filter plate, a pressure measurer, a drain pipe, reinforcing ribs, warning lamps, a support plate and a fixing plate, wherein the top of the bearing wall is provided with the limit groove, the inner left wall of the limit groove is fixedly provided with the buffer strips with two numbers, the inside of the limit groove is movably connected with the filter plate, the inner left wall of the limit groove is fixedly provided with the pressure measurer, the utility model discloses a solar energy storage device, including the bearing wall, the inside left wall of spacing groove and the left side of bearing wall have seted up the drain pipe that quantity is fifteen before, the left side fixed mounting of bearing wall has a quantity to be two strengthening rib, the top fixed mounting of bearing wall has the warning light, the left side fixed mounting of bearing wall has a quantity to be two extension boards, one side fixed mounting that the bearing wall was kept away from to the extension board has the fixed plate.

Further, rectangular holes are formed in front of the right side of the bearing wall and the inner right wall of the limiting groove, and the size of the filter plate is larger than that of the rectangular holes.

Further, the bottom of strengthening rib and pile foundation joist's top fixed connection, the buffer bar is located between the inner wall of spacing groove and the filter, and laminates mutually with the frame left side of filter.

Further, the measuring end of the pressure measurer is contacted with the left side of the outer frame of the filter plate, and the outer surface of the pressure measurer is provided with a signal output end.

Further, the surface mounting of warning lamp has the signal receiving terminal, the spud is installed to the bottom of fixed plate.

Further, fifteen the drain pipes divide into three altogether, and every group the quantity of drain pipe is five, and three group the drain pipe is vertical setting, and five drain pipes in every group are the equidistance and distribute the setting.

(III) beneficial effects

Compared with the prior art, the technical scheme of the utility model has the following beneficial effects:

1. this stake hold formula retaining wall structure supports the bearing wall through strengthening rib, extension board and fixed plate to reduce the clearance between the side slope with the impact resistance of bearing wall, guarantee the protection effect of administering to the side slope, the multiunit drain pipe of utilizing seting up simultaneously can effectually discharge rainwater, avoid the rainwater to pile up, lead to the loose problem that runs off of earth to appear, further guaranteed the stability that the stake holds formula retaining wall supported, and improved the protection effect at the side slope in-process of administering, and reduced the cost on production and the use, convenient use of user.

2. This stake bearing type retaining wall structure utilizes spacing groove and the filter that sets up, and the effectual separation runs off the moisture in the earth, avoids the earth to run off too much condition on the side slope to appear, simultaneously, utilizes the pressure measurement ware that sets up to measure the pressure condition that the filter received in the use, can in time report an emergency and ask for help or increased vigilance to nearby personnel through the warning lamp that sets up in the eminence, makes things convenient for nearby personnel to notice the state of warning lamp, is favorable to in time breaking away from near the retaining wall, has improved nearby personnel's security.

Drawings

FIG. 1 is a schematic view of a three-dimensional structure of the present utility model;

FIG. 2 is a front cross-sectional view of the present utility model;

fig. 3 is a partial top cross-sectional view of the present utility model.

In the figure: 1 pile foundation joist, 2 steel-pipe piles, 3 bearing walls, 4 auxiliary assembly, 401 spacing groove, 402 buffer strip, 403 filter, 404 pressure measurement ware, 405 drain pipe, 406 strengthening rib, 407 warning lamp, 408 extension board, 409 fixed plate.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-3, a pile-supporting retaining wall structure in this embodiment includes a pile foundation joist 1, four steel pipe piles 2 are installed at the bottom of the pile foundation joist 1, a bearing wall 3 is installed at the top of the pile foundation joist 1, and an auxiliary assembly 4 is installed on the outer surface of the bearing wall 3.

In fig. 2 and 3, the auxiliary assembly 4 is composed of a limit groove 401, buffer strips 402, a filter plate 403, a pressure measurer 404, a drain pipe 405, a reinforcing rib 406, a warning lamp 407, a support plate 408, a fixing plate 409 and other components, the top of the bearing wall 3 is provided with the limit groove 401 for accommodating the components such as the filter plate 403, the inner left wall of the limit groove 401 is provided with the two buffer strips 402, the buffer is increased, the clamping firmness between the filter plate 403 and the limit groove 401 is improved, the filter plate 403 is convenient for exerting pressure on the pressure measurer 404 after the filter plate 403 is stressed, the filter plate 403 is connected with the inside of the limit groove 401 for separating soil particles and water in muddy water, the excessive water loss and soil loss is avoided, the pressure measurer 404 is arranged on the inner left wall of the limit groove 401, the pressure of the filter plate 403 far away from the side slope is measured for warning when the rock and soil landslide is measured, fifteen drain pipes 405 are arranged in front of the inner left wall of the limit groove 401 and the left side of the bearing wall 3, water is discharged out of the bearing wall 3, flushing force of rainwater to the bearing wall 3 is weakened, two reinforcing ribs 406 are arranged on the left side of the bearing wall 3, firmness between the bearing wall 3 and pile foundation joist 1 is increased, firmness of a pile-supported retaining wall is improved, warning lamps 407 are arranged on the top of the bearing wall 3, nearby people or vehicles are warned, two support plates 408 are arranged on the left side of the bearing wall 3, a fixing plate 409 and the bearing wall 3 are connected, supporting effect is improved, shock resistance is enhanced, the fixing plate 409 is arranged on one side, far away from the bearing wall 3, of the support plates 408, and ground grabbing force is improved by deeply burying a locating pile, connection stability between the bearing wall and the support plates 408 is improved, and supporting force to the bearing wall 3 is improved.

It should be noted that this section is intended to provide a background or context for the embodiments set forth in the claims and to omit detailed descriptions of known functions and known components, while fixed and movable mounting are determined according to the manner of actual use, and to ensure compatibility of the device, the means of operation employed are consistent with the parameters of the commercial instruments, and the description herein is not admitted to be prior art by inclusion in this section.

In practice, the method is carried out according to the following steps:

1) When rock landslide is initiated, mud water firstly contacts with the filter plates 403 through rectangular holes, and mud is intercepted by the filter plates 403;

2) Then, the water flow is discharged through a plurality of groups of drain pipes 405, so that the impact force of muddy water is reduced, and meanwhile, the impact force generated by muddy water rock flow continuously impacts the filter plate 403;

3) Finally, the filter plate 403 continuously presses the buffer bar 402 and the pressure measurer 404, and when the measured pressure exceeds the set threshold, the pressure measurer 404 sends a signal to the signal receiving end through the signal output end, and activates the warning lamp 407, so that the warning lamp 407 flashes high and emits a whistling sound to alert nearby personnel.

To sum up, this stake hold formula retaining wall structure supports bearing wall 3 through strengthening rib 406, extension board 408 and fixed plate 409, improve bearing wall 3's shock resistance, and reduce the clearance between the side slope, guarantee the protection effect to side slope treatment, simultaneously utilize the multiunit drain pipe 405 of seting up, can effectually discharge rainwater, avoid the rainwater to pile up, lead to the loose problem that runs off of earth to appear, further guaranteed the stability that the stake holds formula retaining wall supported, and improved the protection effect at side slope treatment in-process, and reduced the cost on production and the use, convenient use of user.

Moreover, utilize spacing groove 401 and the filter 403 that set up, the effectual separation runs off the moisture in the earth, the condition that earth runs off too much on the side slope is avoided appearing, simultaneously, utilize the pressure measurement ware 404 that sets up to measure the pressure condition that filter 403 received in the use, can in time report an emergency and ask for help or increased vigilance to nearby personnel through the warning lamp 407 that sets up in the eminence, make things convenient for nearby personnel to notice the state of warning lamp 407, be favorable to in time breaking away from near the retaining wall, the security of nearby personnel has been improved, the clearance is great in the comparison file is unfavorable for the side slope to administer the protection, lack drainage structures simultaneously, influence the problem of retaining wall structure normal use.

It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. Pile-supporting retaining wall structure, including pile foundation joist (1), its characterized in that: the pile foundation joist comprises pile foundation joists (1), wherein the bottom of each pile foundation joist (1) is fixedly provided with four steel pipe piles (2), the top of each pile foundation joist (1) is fixedly provided with a bearing wall (3), and the outer surface of each bearing wall (3) is fixedly provided with an auxiliary assembly (4);

auxiliary assembly (4) are including spacing groove (401), buffer strip (402), filter (403), pressure measurement ware (404), drain pipe (405), strengthening rib (406), warning light (407), extension board (408) and fixed plate (409), spacing groove (401) have been seted up at the top of bearing wall (3), fixed mounting has buffer strip (402) that are two in quantity on the interior left wall of spacing groove (401), the inside swing joint of spacing groove (401) has filter (403), fixed mounting has pressure measurement ware (404) on the interior left wall of spacing groove (401), drain pipe (405) that are fifteen in quantity have been seted up before the left side of interior left wall of spacing groove (401) and bearing wall (3), the left side fixed mounting of bearing wall (3) has strengthening rib (406) that is two in quantity, the top fixed mounting of bearing wall (3) has warning light (407), the left side fixed mounting of bearing wall (3) has extension board (408) that is two in quantity, fixed mounting has one side of keeping away from bearing wall (409).

2. A pile-supported retaining wall structure according to claim 1, wherein: rectangular holes are formed in front of the right side of the bearing wall (3) and the inner right wall of the limiting groove (401), and the size of the filter plate (403) is larger than that of the rectangular hole.

3. A pile-supported retaining wall structure according to claim 1, wherein: the bottom of strengthening rib (406) and the top fixed connection of pile foundation joist (1), buffer bar (402) are located between the inner wall of spacing groove (401) and filter (403), and laminate with the frame left side of filter (403).

4. A pile-supported retaining wall structure according to claim 1, wherein: the measuring end of the pressure measurer (404) is contacted with the left side of the outer frame of the filter plate (403), and the outer surface of the pressure measurer (404) is provided with a signal output end.

5. A pile-supported retaining wall structure according to claim 1, wherein: the outer surface of the warning lamp (407) is provided with a signal receiving end, and the bottom of the fixing plate (409) is provided with a positioning pile.

6. A pile-supported retaining wall structure according to claim 1, wherein: fifteen drain pipes (405) are divided into three groups, the number of the drain pipes (405) in each group is five, the drain pipes (405) in the three groups are longitudinally arranged, and the five drain pipes (405) in each group are equidistantly distributed.