CN211816388U - Construction building retaining wall capable of preventing water and soil loss - Google Patents
Construction building retaining wall capable of preventing water and soil loss Download PDFInfo
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- CN211816388U CN211816388U CN201921480946.7U CN201921480946U CN211816388U CN 211816388 U CN211816388 U CN 211816388U CN 201921480946 U CN201921480946 U CN 201921480946U CN 211816388 U CN211816388 U CN 211816388U
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- retaining wall
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Abstract
The utility model provides a prevent soil erosion and water loss's construction building retaining wall, including soil layer and retaining wall, one side fixed mounting of soil layer has the retaining wall, and one side fixed mounting of retaining wall has the strengthening rib, and the below fixed mounting of strengthening rib has the bracing piece, and the bottom surface fixed mounting of bracing piece has the dog, and one side fixed mounting of bracing piece has the connecting block, and the below fixed mounting of connecting block has first spring screw, and the below fixed mounting of first spring screw has the buffer board. The utility model discloses a strengthening rib is connected to the inside on soil layer and carries out preliminary fixed to the retaining wall, then drives the bracing piece when the retaining wall atress and moves about and let the bracing piece towards the flexible buffering of intaking of inside through the connecting block, then slows down pressure through the spring, fixes one side of retaining wall and buffer board through the dog simultaneously when the bracing piece is flexible, makes retaining wall stable in structure, lets the soil layer be difficult to cause soil erosion and water loss.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to a construction building retaining wall.
Background
The retaining wall is a structure for supporting roadbed filling soil or hillside soil and preventing the filling soil or the soil from deforming and destabilizing, and the part of the cross section of the retaining wall, which is directly contacted with the supported soil, is called a wall back; the part facing the wall back and being empty is called the wall surface; the part directly contacting with the foundation is called a substrate; the top surface of the wall opposite the base is called the wall top; the front end of the base is called a wall toe; the rear end of the base is called as a wall heel, but the existing retaining wall is unstable in structure, and when the retaining wall is subjected to overlarge gravity, the structure is easy to be loose, so that soil and water are lost, and the construction building retaining wall capable of preventing the soil and water loss is provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a construction retaining wall for preventing water and soil loss.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a construction building retaining wall for preventing water and soil loss comprises a soil layer and a retaining wall, wherein the retaining wall is fixedly arranged on one side of the soil layer;
the retaining wall comprises a reinforcing rib, a supporting rod, a stop block, a connecting block, a first spring screw, a first buffer plate, a dowel bar, sawteeth, a second buffer plate, a buffer groove, a second spring screw and a gear, wherein the reinforcing rib is fixedly arranged on one side of the retaining wall, the supporting rod is fixedly arranged below the reinforcing rib, the stop block is fixedly arranged on the bottom surface of the supporting rod, the connecting block is fixedly arranged on one side of the supporting rod, the first spring screw is fixedly arranged below the connecting block, the first buffer plate is fixedly arranged below the first spring screw, the dowel plate is fixedly arranged inside the first buffer plate, the dowel bar is fixedly arranged below the dowel plate, the sawteeth are fixedly arranged on one side of the dowel bar, the second buffer plate is fixedly arranged below the sawteeth, the buffer groove is arranged in the second buffer plate in an embedded mode, the inside fixed mounting of dashpot has the second spring screw, the equal swing joint in inner wall both sides of dashpot has the gear.
As a further description of the above technical solution: the diameter of the reinforcing ribs is 7cm-13cm, and a plurality of reinforcing ribs are arranged on one side of the retaining wall.
As a further description of the above technical solution: the support rod is divided into two parts which are connected through a connecting block.
As a further description of the above technical solution: the dog is the arc form, and all sets up the junction of bracing piece both ends and retaining wall and buffer board one.
As a further description of the above technical solution: the two sides of the force transmission plate are provided with a plurality of saw teeth which are triangular.
As a further description of the above technical solution: the gear is all established inside one side of dashpot, and gear and sawtooth coincide each other.
Has the advantages that:
1. the utility model discloses a strengthening rib is connected to the inside on soil layer and carries out preliminary fixed to the retaining wall, then drives the bracing piece when the retaining wall atress and moves about and let the bracing piece cushion towards inside flexible through the connecting block, then slows down pressure through first spring, fixes one side of retaining wall and buffer board through the dog simultaneously when the bracing piece is flexible, makes retaining wall stable in structure, lets the soil layer be difficult to cause soil erosion and water loss.
2. Secondly, support through the buffer board when the bottom of retaining wall receives too big bearing capacity and slow, spread into the dowel steel with pressure through the dowel steel on, reach the effect of buffering through dowel steel and second spring coupling and slide the resistance that increases the dowel steel and down move through the sawtooth of dowel steel one side and the gear of dashpot inner wall simultaneously, make the buffer board have good buffer capacity, let the heavy ability of retaining wall strengthen.
Drawings
FIG. 1 is a schematic side view of the overall structure of the present invention;
FIG. 2 is a front view of the overall structure of the present invention;
fig. 3 is an enlarged schematic view of fig. 1A of the present invention.
Illustration of the drawings:
a soil layer 1; a retaining wall 2; a reinforcing rib 201; a support bar 202; a stopper 203; a connection block 204; a first spring screw 205; a first buffer plate 206; a force transmission plate 207; a dowel 208; serrations 209; a second buffer plate 210; a buffer tank 211; a second spring screw 212; and a gear 213.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, a retaining wall for construction buildings for preventing water and soil loss comprises a soil layer 1 and a retaining wall 2, wherein the retaining wall 2 is fixedly installed on one side of the soil layer 1;
the retaining wall 2 comprises a reinforcing rib 201, a supporting rod 202, a stop 203, a connecting block 204, a first spring screw 205, a first buffer plate 206, a force transmission plate 207, a force transmission rod 208, saw teeth 209, a second buffer plate 210, a buffer groove 211, a second spring screw 212 and a gear 213, wherein the reinforcing rib 201 is fixedly arranged on one side of the retaining wall 2, the supporting rod 202 is fixedly arranged below the reinforcing rib 201, the stop 203 is fixedly arranged on the bottom surface of the supporting rod 202, the connecting block 204 is fixedly arranged on one side of the supporting rod 202, the first spring screw 205 is fixedly arranged below the connecting block 204, the first buffer plate 206 is fixedly arranged below the first spring screw 205, the force transmission plate 207 is fixedly arranged inside the first buffer plate 206, the force transmission rod 208 is fixedly arranged below the force transmission plate 207, the saw teeth 209 are fixedly arranged on one side of the force transmission rod 208, the second buffer plate 210 is fixedly arranged below the saw teeth 209, the buffer groove 211 is embedded inside the second buffer plate 210, the inside fixed mounting of buffer slot 211 has second spring screw 212, and buffer slot 211's inner wall both sides all swing joint have gear 213.
Wherein, the diameter of strengthening rib 201 is 7cm-13cm, and is equipped with a plurality of in one side of retaining wall 2, carries out preliminary fixed being difficult to drop to retaining wall 2 through the inside that strengthening rib 201 is connected to soil layer 1.
Wherein, the bracing piece 202 divide into two parts and constitutes, and connect through connecting block 204 between, drive bracing piece 202 when the retaining wall atress move about and let bracing piece 202 cushion towards inside flexible through connecting block 204, then slow down pressure through first spring 205.
Wherein, the dog 203 is the arc form, and all sets up the junction of bracing piece 202 both ends and retaining wall 2 and a buffer board 206, fixes one side of retaining wall 2 and a buffer board 206 through dog 203 when bracing piece 202 is flexible, makes retaining wall 2 stable in structure.
Wherein, both sides of the dowel plate 207 are provided with a plurality of saw teeth 209, and the saw teeth 209 are triangular, and the force transmission rod 208 moves downwards through the sliding of the saw teeth 209 and the gear 213, so that the resistance can be increased.
The gears 213 are disposed inside one side of the buffer slot 211, and the gears 213 and the saw teeth 209 are engaged with each other, so that the two sides of the dowel bar 208 have sufficient resistance when moving downward, the buffer plate 210 has good buffering capacity, and the heavy capacity of the retaining wall 2 is enhanced.
The working principle is as follows: when the retaining wall is stressed, the reinforcing ribs 201 are connected to the inside of the soil layer 1 to preliminarily fix the retaining wall 2, then the supporting rods 202 are driven to move to enable the supporting rods 202 to stretch inwards and retract to buffer through the connecting blocks 204 when the retaining wall 2 is stressed, then the pressure is relieved through the first springs 205, meanwhile, one sides of the retaining wall 2 and the first buffer plates 206 are fixed through the stoppers 203 when the supporting rods 202 stretch out and retract, so that the retaining wall 2 is stable in structure, the soil layer 1 is not prone to water and soil loss, then the first buffer plates 206 are used for relieving when the bottom of the retaining wall 2 is subjected to overlarge bearing force, the pressure is transmitted to the force transmission rods 208 through the force transmission plates 207, the buffering effect is achieved through the connection of the force transmission rods 208 and the second springs 212, meanwhile, the resistance of the downward movement of the force transmission rods 207 is increased through the sliding of the sawteeth 209 and the gears 213, and the first buffer plates 206 have good buffering capacity, the heavy capacity of the retaining wall 2 is enhanced.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A construction building retaining wall for preventing water and soil loss comprises a soil layer (1) and a retaining wall (2), wherein the retaining wall (2) is fixedly installed on one side of the soil layer (1), and is characterized in that;
the retaining wall (2) comprises a reinforcing rib (201), a supporting rod (202), a stop block (203), a connecting block (204), a first spring screw (205), a first buffer plate (206), a dowel plate (207), a dowel rod (208), sawteeth (209), a second buffer plate (210), a buffer groove (211), a second spring screw (212) and a gear (213), wherein the reinforcing rib (201) is fixedly installed on one side of the retaining wall (2), the supporting rod (202) is fixedly installed below the reinforcing rib (201), the stop block (203) is fixedly installed on the bottom surface of the supporting rod (202), the connecting block (204) is fixedly installed on one side of the supporting rod (202), the first spring screw (205) is fixedly installed below the connecting block (204), the first buffer plate (206) is fixedly installed below the first spring screw (205), and the dowel plate (207) is fixedly installed inside the first buffer plate (206), the below fixed mounting of dowel steel (207) has dowel steel (208), one side fixed mounting of dowel steel (208) has sawtooth (209), the below fixed mounting of sawtooth (209) has buffer board two (210), the inside embedding of buffer board two (210) is provided with dashpot (211), the inside fixed mounting of dashpot (211) has second spring screw (212), the equal swing joint in inner wall both sides of dashpot (211) has gear (213).
2. A retaining wall for construction works for preventing water and soil loss in accordance with claim 1, wherein the diameter of the reinforcing rods (201) is 7cm to 13cm and a plurality of them are provided at one side of the retaining wall (2).
3. The retaining wall for construction building for preventing soil and water loss according to claim 1, wherein the supporting rod (202) is divided into two parts and connected thereto by means of a connecting block (204).
4. The retaining wall for construction building capable of preventing water and soil loss as claimed in claim 1, wherein the blocks (203) are arc-shaped and each has a joint between both ends of the supporting rod (202) and the retaining wall (2) and the first buffer plate (206).
5. A retaining wall for construction buildings for preventing soil and water loss according to claim 1, wherein the force-transmitting plate (207) is provided at both sides thereof with a plurality of serrations (209), and the serrations (209) have a triangular shape.
6. A retaining wall for construction works for preventing soil and water loss in accordance with claim 1, wherein the gears (213) are provided inside one side of the buffer tank (211) and the gears (213) are engaged with the saw teeth (209).
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CN201921480946.7U CN211816388U (en) | 2019-09-06 | 2019-09-06 | Construction building retaining wall capable of preventing water and soil loss |
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CN201921480946.7U CN211816388U (en) | 2019-09-06 | 2019-09-06 | Construction building retaining wall capable of preventing water and soil loss |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114482120A (en) * | 2022-02-24 | 2022-05-13 | 郎溪浩稳建设工程有限公司 | Subway retaining wall geotechnical engineering corner reinforced structure |
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2019
- 2019-09-06 CN CN201921480946.7U patent/CN211816388U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114482120A (en) * | 2022-02-24 | 2022-05-13 | 郎溪浩稳建设工程有限公司 | Subway retaining wall geotechnical engineering corner reinforced structure |
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Effective date of registration: 20211119 Address after: 1 / F, building 28, 6055 Jinhai highway, Fengxian District, Shanghai 201400 Patentee after: Shanghai Wanlan Construction Technology Co.,Ltd. Address before: 405200 No. 196, Liangshan Road, Liangping County (revoked), Chongqing Patentee before: Zheng Junbin |
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TR01 | Transfer of patent right |