CN215888101U

CN215888101U - Hard revetment masonry structure for ecological restoration

Info

Publication number: CN215888101U
Application number: CN202120712893.8U
Authority: CN
Inventors: 张萍
Original assignee: Xi'an Jia Xiaoyuan Urban Architectural Design Co ltd
Current assignee: Xi'an Jia Xiaoyuan Urban Architectural Design Co ltd
Priority date: 2021-04-08
Filing date: 2021-04-08
Publication date: 2022-02-22
Anticipated expiration: 2031-04-08

Abstract

The utility model relates to a hard revetment masonry structure for ecological restoration, which comprises a water body layer, a concrete cushion layer, a fine stone cushion layer, a wall body, a retaining wall, a broken stone cushion layer and a planting soil layer, wherein the wall body comprises grouted barred rocks, a brick waterproof mortar yarn layer is arranged on one side surface, close to the water body layer, of the grouted barred rocks, a piled mountain rock is arranged on one side surface, far away from the water body layer, of the grouted barred rocks, and concrete coping is arranged at the tops of the grouted barred rocks, the brick waterproof mortar yarn layer and the piled mountain rock. This a stereoplasm revetment masonry structure for ecological remediation contacts with the water layer through the wall body that comprises jointly by the stone of mortar strip, brick waterproof grout yarn layer and heap mountain stone, and consolidate the wall body through the barricade, make wall structure stable, carry out the separation and tamp with the lime soil through the brick waterproof layer to the water layer simultaneously, make the wall body have certain prevention of seepage permeability, thin stone bed course and the concrete bed course through the wall body bottom realize fixed to the support of wall body, thereby make whole masonry stable in structure.

Description

Hard revetment masonry structure for ecological restoration

Technical Field

The utility model relates to the technical field of revetments.

Background

Revetments are structures below the ground along a river to protect the river bank (prevent the river bank from collapsing or scouring), are called revetments to protect facilities of water in gardens, and are components of garden engineering, so that the revetments have beautiful shapes and are coordinated with surrounding scenery under the condition of meeting technical requirements.

The revetment is used as a protective structure of a river bank and can effectively protect water facilities, but the existing pebble revetment has poor seepage-proofing effect, can cause the problem of water loss, and influences the stability of the revetment under the condition of water loss.

In the drought season, water in the water body facility easily permeates into the planting soil layer on the other side, so that the water in the water body facility is lost.

SUMMERY OF THE UTILITY MODEL

The utility model provides a hard revetment masonry structure for ecological restoration, aiming at the technical problems in the prior art, and solving the problems of poor seepage-proofing effect and poor stability of the existing revetment masonry structure.

The technical scheme for solving the technical problems is as follows: a hard revetment masonry structure for ecological restoration comprises a water body layer, a concrete cushion layer, a fine stone cushion layer, a wall body, a retaining wall, a broken stone cushion layer and a planting soil layer.

The wall body is including the stone of thick liquid strip, the stone of thick liquid strip is close to a side on water body layer is equipped with the waterproof grout yarn layer of brick, a side that the stone of thick liquid strip keeps away from water body layer is equipped with the mound mountain stone, and the top of stone of thick liquid strip, the waterproof grout yarn layer of brick and the mound mountain stone is equipped with the concrete and presses the top.

On the basis of the technical scheme, the utility model can be further improved as follows.

Further, the periphery on water body layer is equipped with the wall body is equipped with thin stone bed course on the lower surface of wall body, be equipped with the concrete bed course between the lower surface of thin stone bed course and the rock-based layer, be equipped with the barricade that leans on mutually with the wall body on the upper surface of concrete bed course, the top of barricade is equipped with plants the soil layer, the rubble bed course has been laid to the junction of planting soil layer and wall body.

Furthermore, the joints between the brick waterproof mortar yarn layer and the mortar barred rocks and between the brick waterproof mortar yarn layer and the piled hillstones are tamped by using lime soil.

Further, the concrete coping is formed by pouring concrete, a gravel cushion layer is paved on the upper surface of the concrete coping, cobblestones with the diameter of 35-50 mm are used for the gravel cushion layer, and the thickness of the gravel cushion layer is 80 mm.

Further, the barricade is the large stone of fine aggregate concrete pile, and the large stone diameter is more than 300mm, is connected through concrete placement between barricade and the wall body.

Further, the thickness of the fine stone cushion layer is 150mm, and the fine stone cushion layer and the wall body are tamped through lime soil.

Further, the height of the wall body is 2000mm, the thickness of the concrete coping is 240mm, and the overall height of the device is 2800 and 3000 mm.

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

this a stereoplasm revetment masonry structure for ecological remediation, through by the stone of grout, the wall body that brick waterproof grout yarn layer and pile up the mountain stone and constitute jointly contacts with the water layer, and consolidate the wall body through the barricade, make wall structure stable, simultaneously carry out the separation and tamp with the lime-soil through the brick waterproof layer to the water layer, make the wall body have certain prevention of seepage permeability, thin stone bed course and the concrete cushion through the wall body bottom realize fixed to the support of wall body, thereby make whole masonry structure stable, it is poor to have solved current revetment masonry structure prevention of seepage effect, and the not good enough problem of stability.

Drawings

FIG. 1 is a cross-sectional view of the present invention;

FIG. 2 is a top view of the present invention.

In the drawings, the components represented by the respective reference numerals are listed below:

1 water body layer, 2 concrete cushion layers, 3 fine stone cushion layers, 4 wall bodies, 401 grouted batten stones, 402 brick waterproof mortar yarn layers, 403 piled mountain stones, 404 concrete coping, 5 retaining walls, 6 broken stone cushion layers and 7 planting soil layers.

Detailed Description

The principles and features of this invention are described below in conjunction with the following drawings, which are set forth by way of illustration only and are not intended to limit the scope of the utility model.

Referring to fig. 1-2, in the embodiment, a hard revetment masonry structure for ecological restoration includes a water body layer 1, a wall 4 as a revetment main body is poured around the water body layer 1, a fine stone cushion layer 3 for connection is connected to a lower surface of the wall 4 by cement pouring, the thickness of the fine stone cushion layer 3 is 150mm, the fine stone cushion layer 3 and the wall 4 are tamped by lime soil, the concrete cushion layer 2 and the wall 4 are connected by the fine stone cushion layer 3, so that the wall 4 can be effectively fixed, a concrete cushion layer 2 for reinforcing a foundation is poured between the lower surface of the fine stone cushion layer 3 and a rock foundation layer, the revetment foundation is unstable due to fatigue of the foundation by pouring the concrete cushion layer 2 on the rock foundation, a retaining wall 5 which is combined with the wall 4 is poured on an upper surface of the concrete cushion layer 2, the retaining wall 5 is used as a structure for supporting the wall, retaining wall 5 piles up big stone for the fine aggregate concrete, and big stone diameter more than 300mm, utilizes the big stone more than 300mm as the keystone, makes wall body 4's bearing structure stable, and retaining wall 5's top is filled has and is used for ecological remediation's planting soil layer 7, and the junction of planting soil layer 7 and wall body 4 has laid rubble bed course 6, and rubble bed course 6 plays the effect of covering, prevents to plant 7 soil losses in soil layer.

In this embodiment, the wall 4 includes a grouted barren rock 401 for connecting a concrete coping 404, a brick waterproof grout yarn layer 402 is poured on one side of the grouted barren rock 401 close to the water body layer 1, the brick waterproof grout yarn layer 402 is a moisture-proof layer, the connection between the brick waterproof grout yarn layer 402 and the grouted barren rock 401 and the piled mountain rock 403 is tamped by lime-soil, the water body layer 1 is isolated by the grout yarn layer in a certain ratio, so that the anti-seepage effect of the water body layer 1 is good, one side of the grouted barren rock 401 far from the water body layer 1 is poured and connected with the piled mountain rock serving as a supporting foundation, the concrete coping 404 is arranged on the top of the grouted barren rock 401, the brick waterproof grout yarn layer 402 and the piled mountain rock 403, the concrete coping 404 is formed by pouring, the wall 4 is formed by three layers of concrete, and is fixed by the concrete coping 404, so that the anti-seepage performance of the wall 4 is good, and make structural stability good through triangular support, concrete is pressed and is topped 404 and is pour the cement articulamentum between the planting soil layer 7, and the upper surface has laid rubble bed course 6, and rubble bed course 6 uses the cobblestone of diameter 35 ~ 50mm, and thickness is 80mm, and the rubble bed course 6 of certain thickness can effectively completely cut off the soil loss of planting soil layer 7.

It should be noted that, in the above structure, the connection between the components is a cement pouring connection, and is tamped and leveled by using lime soil.

The working principle of the above embodiment is as follows:

through the upper surface concreting cushion 2 at the ground, make the rock-base surface stable, a wall body 4 that is used for contacting water body layer 1 simultaneously is connected through between thin stone bed course 3 and the concrete bed course 2, further strengthen wall body 4 at the stability of vertical direction, barricade 5 through 4 right sides fixed connection of wall body supports wall body 4's horizontal direction, with the stability that improves the horizontal direction, wall body 4 adopts the three-layer to pour the connection, wherein with the waterproof grout yarn coating of certain ratio of brick of 1 direct contact of water body layer 402, make wall body 4's impermeability good, and under rubble bed course 6's effect, make the soil of planting soil layer 7 difficult to run off.

The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims

1. A hard revetment masonry structure for ecological restoration is characterized by comprising a water body layer (1), a concrete cushion layer (2), a fine stone cushion layer (3), a wall body (4), a retaining wall (5), a broken stone cushion layer (6) and a planting soil layer (7);

wall body (4) are including thick liquid stone (401), thick liquid stone (401) are close to a side of water body layer (1) is equipped with brick waterproof grout yarn layer (402), a side that thick liquid stone (401) kept away from water body layer (1) is equipped with piles up mountain stone (403), and the top of thick liquid stone (401), brick waterproof grout yarn layer (402) and piles up mountain stone (403) is equipped with concrete and presses on one's face (404).

2. The hard revetment masonry structure for ecological restoration according to claim 1, wherein the periphery of the water body layer (1) is provided with the wall body (4), the lower surface of the wall body (4) is provided with a fine stone cushion layer (3), a concrete cushion layer (2) is arranged between the lower surface of the fine stone cushion layer (3) and the rock base layer, the upper surface of the concrete cushion layer (2) is provided with a retaining wall (5) which is close to the wall body (4), a planting soil layer (7) is arranged above the retaining wall (5), and a broken stone cushion layer (6) is laid at the joint of the planting soil layer (7) and the wall body (4).

3. A hard revetment masonry structure for ecological restoration according to claim 1 characterized in that the junction between the brick waterproof grout yarn layer (402) and the grout stone (401) and the mound stone (403) is tamped with lime soil.

4. The hard revetment masonry structure for ecological restoration according to claim 2, wherein the concrete coping (404) is cast of concrete, and a gravel cushion layer (6) is laid on the upper surface, and the gravel cushion layer (6) uses cobblestones with a diameter of 35-50 mm and has a thickness of 80 mm.

5. The hard revetment masonry structure for ecological restoration according to claim 1, wherein the retaining wall (5) is a fine stone concrete block with a diameter of 300mm or more, and the retaining wall (5) is connected with the wall (4) through concrete pouring.

6. The hard revetment masonry structure for ecological restoration according to claim 1, wherein the thickness of the fine stone bedding layer (3) is 150mm, and the fine stone bedding layer (3) and the wall body (4) are tamped by lime soil.

7. The hard revetment masonry structure for ecological restoration according to claim 1, wherein the height of the wall (4) is 2000mm, the thickness of the concrete coping (404) is 240mm, and the overall height of the device is 2800-3000 mm.