CN218843160U

CN218843160U - Lattice retaining wall for geological disaster engineering treatment

Info

Publication number: CN218843160U
Application number: CN202223308113.7U
Authority: CN
Inventors: 吕建中; 贾朝文; 杨旭
Original assignee: Survey And Design Institute Of Yunnan Nonferrous Geological Bureau
Current assignee: Survey And Design Institute Of Yunnan Nonferrous Geological Bureau
Priority date: 2022-12-10
Filing date: 2022-12-10
Publication date: 2023-04-11
Anticipated expiration: 2032-12-10

Abstract

The utility model discloses a lattice barricade for geological disasters engineering administers relates to geological disasters and administers. The utility model discloses an anchor rod mechanism, limit are domatic, lattice mechanism, guiding mechanism, its characterized in that, and side slope surface fixed mounting has lattice mechanism, and the guiding mechanism has been seted up to lattice mechanism inside, and the inside fixed mounting of lattice mechanism has anchor rod mechanism, and anchor rod mechanism fixed mounting is in the domatic inside in limit. The utility model can make part of surface water flow into a suitable place through the grooves by arranging the water bearing roof and the diversion grooves, thus effectively reinforcing the deep layer and greatly increasing the time efficiency of the treatment side slope of the lattice retaining wall; through setting up the subsiding crack, will whole part lattice barricade be cut apart into a plurality of small parts and constitute, reduced the construction degree of difficulty, and compare in whole lattice barricade, the lattice barricade that comprises a plurality of small parts is low to the requirement degree of slope terrain, more can adapt to and laminate different slope terrains, also more can adapt to follow-up slope protection stage slope change problem to a certain extent.

Description

Lattice retaining wall for geological disaster engineering treatment

Technical Field

The utility model belongs to the geological disasters are administered, especially relate to a lattice barricade for geological disasters engineering is administered.

Background

With the rapid development of economic construction in China, excavation slopes inevitably exist while sites, railway subgrades and highway subgrades are formed. There are generally several situations where the slope rate cannot be slowed to a steady rate: 1. the slope is limited, and important facilities such as buildings or roads and the like are arranged at the top of the slope; 2. the terrain is steep, and the gentle slope cutting area is large; 3. areas with relatively high land acquisition costs.

The lattice type anchor rod retaining wall is an anti-sliding supporting and blocking structure formed by combining a lattice beam and an anchor rod, the lattice beam is used for connecting the anchor rods, points are connected into a plane, deep layer reinforcement can be guaranteed, shallow layer slope protection can be considered, and the anchor rod lattice type retaining wall is an effective measure for managing side slopes.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a lattice barricade for geological disaster engineering administers to current problem has been solved: however, the implementation difficulty of the lattice type anchor rod retaining wall engineering is still large, and the problems of large engineering quantity, unsatisfactory treatment failure and the like are solved.

In order to solve the technical problem, the utility model discloses a realize through following technical scheme:

the utility model relates to a lattice barricade for geological disaster engineering improvement, including stock mechanism, limit domatic, lattice mechanism, water conservancy diversion mechanism, the domatic fixed surface in limit installs lattice mechanism, the inside water conservancy diversion mechanism of having seted up of lattice mechanism, just the inside fixed mounting of lattice mechanism has stock mechanism, stock mechanism fixed mounting is in the domatic inside in limit, just the subsiding crack has been seted up to lattice mechanism.

Further, water conservancy diversion mechanism is including holding water top and water conservancy diversion recess, it sets up inside vertical lattice to hold the water top to open, vertical lattice top fixed mounting has the water top of holding.

Further, lattice mechanism includes horizontal lattice, vertical lattice, horizontal lattice passes through stock fixed mounting on the slope surface, horizontal lattice alternately is provided with vertical lattice.

Further, the slope surface comprises a slope, a top slope line and a bottom slope line, the top end above the slope is provided with the top slope line, and the bottom end below the top slope line, far away from the bottom slope line, of the slope is provided with the bottom slope line.

Further, stock mechanism includes anchor point, anchor eye, stock and spacing ring, the anchor eye is seted up inside the water conservancy diversion recess, the inside fixed mounting in anchor eye has the anchor point, anchor point fixed surface installs the stock, the stock passes vertical lattice fixed mounting inside the side slope, just stock fixed mounting has the spacing ring.

Furthermore, settlement joints are formed inside the water bearing roof and the transverse lattice.

The utility model discloses following beneficial effect has:

1. the utility model discloses a set up water-bearing top and water conservancy diversion recess, can flow into through the recess with partial surface water and be fit for the place, avoided flowing into surface water through the outlet and cause under the lattice barricade soil loss, can effectively deep reinforcement, the improvement side slope prescription of greatly increased lattice barricade.

2. The utility model discloses a set up the subsiding crack, cut apart into a plurality of small parts with whole part lattice barricade and constitute, reduced the construction degree of difficulty, and compare in whole lattice barricade, the lattice barricade of constituteing by a plurality of small parts is low to the requirement degree of slope terrain, more can adapt to and laminate different slope terrains, also can adapt to follow-up slope protection stage side slope change problem to a certain extent more.

Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic view of the overall structure of the present invention;

fig. 2 is a schematic front structural view of the present invention;

fig. 3 is a schematic side view of the present invention;

fig. 4 is a schematic top view of the present invention;

fig. 5 is a schematic view of the internal structure of the present invention.

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

1. a slope bottom line; 2. a flow guide groove; 3. a transverse lattice; 4. side slope; 5. settling seams; 6. a water bearing top; 7. an anchor point; 8. an anchor eye; 9. an anchor rod; 10. a limiting ring; 11. a vertical lattice; 12. a top slope line.

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 skilled in the art without making creative efforts belong to the protection scope of the present invention.

Please refer to fig. 1-5, the utility model relates to a lattice barricade for geological disaster engineering management, including stock mechanism, limit domatic, lattice mechanism, water conservancy diversion mechanism, side slope surface fixed mounting has lattice mechanism, and lattice mechanism has seted up the inside water conservancy diversion mechanism, and the inside fixed mounting of lattice mechanism has the stock mechanism, and stock mechanism fixed mounting is inside the limit domatic, and lattice mechanism has seted up the subsiding crack 5, can guarantee that deep reinforcement can compromise the shallow layer bank protection again, and has reduced the engineering implementation degree of difficulty, has practiced thrift the engineering investment.

The water diversion mechanism comprises a water bearing top 6 and a water diversion groove 2, the water bearing top 6 is arranged inside a vertical lattice 11, the water bearing top 6 is fixedly mounted at the top end of the vertical lattice 11, partial surface water can flow into a proper place through the groove, the problem that the surface water flows into the lattice retaining wall through a water drainage hole to cause soil loss under the lattice retaining wall is avoided, deep reinforcement can be effectively achieved, the side slope treatment timeliness of the lattice retaining wall is greatly improved, the whole lattice retaining wall is divided into a plurality of small parts to form, the construction difficulty is reduced, and compared with the whole lattice retaining wall, the lattice retaining wall formed by the small parts has low requirements on the side slope topography, the water diversion mechanism can adapt to and fit different side slope topographies, and the water diversion mechanism can adapt to the problem of side slope change in the subsequent slope protection stage to a certain extent.

Lattice mechanism includes horizontal lattice 3, vertical lattice 11, and horizontal lattice 3 passes through stock 9 fixed mounting on side slope 4 surfaces, and horizontal lattice 3 alternately is provided with vertical lattice 11, and the lattice is the less cast in situ concrete component of size, and the engineering volume is compared gravity type barricade less.

The slope surface comprises a slope 4, a top slope line 12 and a bottom slope line 1, the top end above the slope 4 is provided with the top slope line 12, and the bottom slope line 1 is arranged at the lower end of the slope 4 far away from the top slope line 12, so that a foundation field is provided for the device. The anchor rod mechanism includes anchor point 7, anchor hole 8, stock 9 and spacing ring 10, and anchor hole 8 is seted up inside water conservancy diversion recess 2, and the inside fixed mounting of anchor hole 8 has

anchor point

7, and 7 fixed surface of anchor point have stock 9, and stock 9 passes vertical lattice 11 fixed mounting inside side slope 4, and stock 9 fixed mounting has spacing ring 10, and stock lattice formula barricade can be steeper by the gradient, and even vertical setting has reduced the excavation of soil stone, has reduced area.

The water bearing roof 6 and the transverse lattice 3 are internally provided with the settlement joints 5, the whole lattice retaining wall is divided into a plurality of small parts to form, the construction difficulty is reduced, and compared with the whole lattice retaining wall, the lattice retaining wall formed by the small parts has low requirements on the slope terrain, can be adapted and attached to different slope terrains, and can be adapted to the problem of slope change in the subsequent slope protection stage to a certain extent.

One specific application of this embodiment is: install the device on suitable side slope during the use, horizontal lattice 3 and vertical lattice 11 are the less cast in situ concrete component of size, the engineering volume is less than gravity type barricade, and the water conservancy diversion recess 2 of seting up in vertical lattice 11 inside then can be with partial surface water through the recess inflow suitable place, avoided flowing into the surface water through the outlet under the lattice barricade and cause the soil loss under the lattice barricade, can effectively deep reinforcement, greatly increased the management side slope prescription of lattice barricade, cooperate with the subsiding crack 5 that the bearing roof 6 and the inside of horizontal lattice 3 were seted up, divide into a plurality of sub-units with whole lattice barricade and constitute, the construction degree of difficulty has been reduced, and compare in whole lattice barricade, the lattice barricade that comprises a plurality of sub-units asks the degree low to the side slope shape, can adapt to and laminate different side slope topographies more, also can adapt to follow-up stage change problem more to a certain extent, stock 9 on the device can guarantee deep reinforcement can compromise shallow layer slope protection again.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. The utility model provides a lattice barricade for geological disasters engineering administers, includes that stock mechanism, limit are domatic, lattice mechanism, water conservancy diversion mechanism, its characterized in that, the domatic fixed surface in limit installs lattice mechanism, the inside water conservancy diversion mechanism of having seted up of lattice mechanism, just the inside fixed mounting of lattice mechanism has stock mechanism, stock mechanism fixed mounting is in the domatic inside in limit, just the subsiding crack (5) have been seted up to lattice mechanism.

2. The lattice retaining wall for the treatment of geological disaster engineering according to claim 1, wherein the diversion mechanism comprises a water bearing roof (6) and a diversion groove (2), the water bearing roof (6) is opened inside a vertical lattice (11), and the water bearing roof (6) is fixedly installed at the top end of the vertical lattice (11).

3. The lattice retaining wall for the engineering management of geological disasters according to claim 1, wherein the lattice mechanism comprises transverse lattices (3) and vertical lattices (11), the transverse lattices (3) are fixedly installed on the surface of the side slope (4) through anchor rods (9), and the transverse lattices (3) are crossed by the vertical lattices (11).

4. The lattice retaining wall for the treatment of geological disaster engineering according to claim 1, wherein the slope surface comprises a side slope (4), a top slope line (12) and a bottom slope line (1), the top slope line (12) is arranged at the top end above the side slope (4), and the bottom slope line (1) is arranged at the bottom end below the top slope line (12) away from the side slope (4).

5. The lattice retaining wall for the treatment of geological disaster engineering according to claim 1, wherein the anchor rod mechanism comprises anchor points (7), anchor holes (8), anchor rods (9) and limiting rings (10), and the anchor holes (8) are opened inside the diversion grooves (2).

6. The latticed retaining wall for the governance of geological disaster engineering according to claim 5, characterized in that the anchor point (7) is fixedly installed inside the anchor hole (8), and the anchor rod (9) is fixedly installed on the surface of the anchor point (7).

7. The lattice retaining wall for the governance of geological disaster engineering according to claim 6, characterized in that the anchor rods (9) are fixedly installed inside the side slope (4) through the vertical lattice (11), and the anchor rods (9) are fixedly installed with the spacing ring (10).

8. The lattice retaining wall for the treatment of geological disaster engineering according to claim 2, wherein the water bearing roof (6) and the transverse lattice (3) are provided with settlement joints (5) inside.