Grouting film bag for slope protection

Abstract

The utility model belongs to the technical field of geotextile bags, and discloses a grouting film bag for slope protection, which comprises a geotextile bag, a square cell is arranged on the geotextile bag, a square frame is arranged in the square cell, first arc-shaped positioning pieces are arranged on the front side and the rear side of the square frame, and a plurality of second arc-shaped positioning pieces are arranged on the first arc-shaped positioning pieces. Second arc-shaped positioning pieces are arranged on the left side and the right side of the square frame, fixing lugs are fixed to the four corners of the inner side of the square frame, positioning ground inserting rods are arranged on the fixing lugs, the square frame is filled with soil blocks, the geotextile bags are formed by transverse geotextile bags and longitudinal geotextile bags in a staggered mode, and the transverse geotextile bags and the longitudinal geotextile bags are arranged in a staggered mode. The transverse geotextile bags and the longitudinal geotextile bags are mutually staggered to form square cells, when the geotextile bags are laid, the positions of the square frames can be fixed through the positioning ground inserting rods, then the geotextile bags are positioned through the first arc-shaped positioning pieces and the second arc-shaped positioning pieces, the positions of the geotextile bags are guaranteed, and grouting of the geotextile bags is facilitated.

Description

Technical Field

[0001] This utility model belongs to the field of geotextile formwork technology, specifically a grouting membrane bag for slope protection. Background Technology

[0002] Grouting membrane bags for slope protection, usually referring to geotextile bags, are a new type of building material used in slope protection projects. The membrane bags are usually woven from high-strength long filament fibers such as nylon, polypropylene, polyester, and vinylon. Some projects also use simple membrane bags made of double-layer geotextile sewn together. These materials have the characteristics of corrosion resistance, wear resistance, non-toxicity and harmlessness, which can ensure the long-term use of membrane bags in slope protection projects. Generally, they are double-layer bag-shaped fabrics, with a certain length of nylon rope connecting the two layers of fabric at a certain distance to control the thickness of the grouting.

[0003] Chinese patent application number 202120326959.X discloses a combined geotextile formwork bag for slope protection, comprising a geotextile formwork bag and geogrid chambers. The geotextile formwork bag is made of two layers of geotextile fabric, and is filled with concrete or cement mortar to form a concrete frame structure with multiple hollow chambers. Each hollow chamber has a skirt around its inner wall, and a geogrid chamber is installed in each hollow chamber. The hollow chambers and geogrid chambers are connected by the skirt. The geotextile formwork bag is laid on the leveled slope, and then concrete is filled into the geotextile formwork bag. The geogrid chambers are filled with planting soil or humus, and green plants can be planted on the planting soil or humus. The geogrid chambers and the geotextile formwork bag concrete are used in combination, taking advantage of the rapid construction of the geotextile formwork bag concrete and the soil stabilization and greening of the geogrid chambers, which can both stabilize the slope and green the vegetation, and fully protect the ecological environment.

[0004] However, the above-mentioned combined geotextile bags used for slope protection have the following shortcomings in actual use: the slope is located by water, and the waterside is windy. When encountering a certain wind force, it affects the laying and positioning of the geotextile bags, making them difficult to unfold and fix, thus affecting the efficiency of construction.

[0005] Therefore, a grouting membrane bag for slope protection is proposed to address the above problems. Utility Model Content

[0006] To address the problems mentioned in the background art, this utility model provides a grouting membrane bag for slope protection, which has the advantage of effectively positioning and fixing the geotextile bag before grouting, so as to ensure the grouting effect and the final concrete formation effect.

[0007] To achieve the above objectives, this utility model provides the following technical solution: a grouting membrane bag for slope protection, comprising a geotextile bag, wherein the geotextile bag is provided with square cells, and a square frame is provided in the square cells. A first arc-shaped positioning component is provided on the front and rear sides of the square frame, and a second arc-shaped positioning component is provided on the left and right sides of the square frame. Fixing ears are fixed at the four corners of the inner side of the square frame, and positioning insertion rods are provided on the fixing ears. The square frame is filled with soil blocks. When the geotextile bag is laid, the positioning insertion rods can be used to fix the position of the square frame, and then the first and second arc-shaped positioning components position the geotextile bag to ensure the position of the geotextile bag, so as to facilitate the grouting of the geotextile bag.

[0008] Preferably, the geotextile formwork is composed of interlaced transverse geotextile formwork and longitudinal geotextile formwork, which interlac to form square cells.

[0009] Preferably, the transverse geotextile bag is positioned by a correspondingly provided first arc-shaped positioning element, and the longitudinal geotextile bag is positioned by a correspondingly provided second arc-shaped positioning element.

[0010] Preferably, the square frame is fixed with staggered transverse and longitudinal reinforcing ribs to improve the strength of the square frame, and in turn, together with the first and second arc-shaped positioning parts, it supports and fixes the solidified geotextile bag, which is beneficial to the fixation of the geotextile bag.

[0011] Preferably, the positioning insertion rod consists of a stop block, a rod body, and a conical head. The top and bottom of the rod body are respectively fixedly connected to the stop block and the conical head, and the fixing lug is provided with a through hole corresponding to the rod body.

[0012] Preferably, the inner wall of the square frame is provided with a trapezoidal platform, and a partition net is provided on the trapezoidal platform. The partition net is connected to the square frame by bolts.

[0013] Preferably, the soil block is planted with green plants.

[0014] Preferably, both the transverse geotextile bag and the longitudinal geotextile bag are multi-layer co-extruded film bags.

[0015] Compared with the prior art, the beneficial effects of this utility model are as follows:

[0016] 1. This utility model, by setting up a square frame, fixing ears, positioning insertion rods, a first arc-shaped positioning component, and a second arc-shaped positioning component, allows the positioning insertion rods to fix the position of the square frame when laying the geotextile bag, and then the first arc-shaped positioning component and the second arc-shaped positioning component to position the geotextile bag, ensuring the position of the geotextile bag, so as to facilitate the grouting of the geotextile bag;

[0017] 2. This utility model improves the load-bearing strength of the square frame by setting horizontal and vertical reinforcing ribs, and then, together with the first and second arc-shaped positioning parts, supports and fixes the solidified geotextile bag, which is beneficial to the fixation of the geotextile bag. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0019] Figure 2 This is a schematic diagram of the structure of the geotextile formwork bag of this utility model;

[0020] Figure 3 This is a schematic diagram of the square frame structure of this utility model;

[0021] Figure 4 This is a structural diagram of the transverse reinforcing rib and the longitudinal reinforcing rib of this utility model;

[0022] Figure 5 This is a schematic diagram of the positioning and insertion rod of this utility model.

[0023] In the diagram: 1. Geotextile bag; 101. Transverse geotextile bag; 102. Longitudinal geotextile bag;

[0024] 2. Square-shaped cubicle;

[0025] 3. Square frame; 301. Trapezoidal truncated pyramid;

[0026] 4. First arc-shaped positioning component; 5. Second arc-shaped positioning component;

[0027] 6. Fixing lug; 601. Through hole;

[0028] 7. Positioning pole; 701. Stop block; 702. Pole body; 703. Conical head;

[0029] 8. Soil blocks; 9. Horizontal reinforcing ribs; 10. Longitudinal reinforcing ribs; 11. Mesh netting; 12. Bolts. Detailed Implementation

[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0031] like Figures 1 to 5As shown, this utility model provides a grouting membrane bag for slope protection, including a geotextile bag 1. The geotextile bag 1 has a square grid 2, and a square frame 3 is set inside the square grid 2. A first arc-shaped positioning component 4 is set on the front and rear sides of the square frame 3, and a second arc-shaped positioning component 5 is set on the left and right sides of the square frame 3. Fixing ears 6 are fixed at the four corners of the inner side of the square frame 3, and positioning insertion rods 7 are set on the fixing ears 6. The square frame 3 is filled with soil blocks 8. When the geotextile bag 1 is laid, the positioning insertion rods 7 can be used to fix the position of the square frame 3, and then the first arc-shaped positioning component 4 and the second arc-shaped positioning component 5 can position the geotextile bag 1 to ensure the position of the geotextile bag 1, so as to facilitate the grouting of the geotextile bag 1.

[0032] Specifically, the geotextile formwork 1 is composed of interlaced transverse geotextile formwork 101 and longitudinal geotextile formwork 102, which interlaced to form square cells 2.

[0033] Furthermore, the transverse geotextile bag 101 is positioned by the corresponding first arc-shaped positioning element 4, and the longitudinal geotextile bag 102 is positioned by the corresponding second arc-shaped positioning element 5.

[0034] Furthermore, the square frame 3 is fixed with staggered horizontal reinforcing ribs 9 and vertical reinforcing ribs 10 to improve the stress strength of the square frame 3. In turn, it works with the first arc-shaped positioning piece 4 and the second arc-shaped positioning piece 5 to support and fix the solidified geotextile bag 1, which is beneficial to the fixation of the geotextile bag 1.

[0035] It is worth noting that the positioning insertion rod 7 is composed of a blocking block 701, a rod body 702, and a conical head 703. The top and bottom of the rod body 702 are respectively fixedly connected to the blocking block 701 and the conical head 703. The fixing ear 6 is provided with a through hole 601 corresponding to the rod body 702.

[0036] It is worth noting that a trapezoidal platform 301 is provided on the inner wall of the square frame 3, and a partition net 11 is provided on the trapezoidal platform 301. The partition net 11 is connected to the square frame 3 by bolts 12. The partition net 11 is used to reduce soil loss with rainwater and does not affect the passage of green plants.

[0037] It is worth mentioning that green plants are planted on the soil block 8, which increases the soil retention capacity and enhances the aesthetics of the slope protection.

[0038] It is worth emphasizing that both the transverse geotextile bag 101 and the longitudinal geotextile bag 102 are multi-layer co-extruded membrane bags. The multi-layer co-extruded membrane bag consists of a barrier layer, an adhesive layer, and a support layer. The barrier layer commonly uses materials such as PA (nylon), EVOH (ethylene-vinyl alcohol copolymer), and PVDC (polyvinylidene chloride), which can effectively block oxygen, water vapor, carbon dioxide, and odors, extending the shelf life of the contents. The adhesive layer generally uses ethylene-vinyl acetate copolymer (EVA), ethylene-acrylic acid copolymer (EAA), etc., which firmly bond the barrier layer and the support layer, ensuring good peel force between the layers. The support layer mostly uses LDPE (low-density polyethylene), LLDPE (linear low-density polyethylene), or a combination thereof. The inner layer serves as a heat-sealing layer and must have good heat-sealing performance; the outer layer can be printed and needs to have good mechanical strength, transparency, and printability.

[0039] Working principle and process: While laying the geotextile bag 1, the position of the square frame 3 is positioned so that the transverse geotextile bag 101 is between the corresponding first arc-shaped positioning piece 4, and the longitudinal geotextile bag 102 is between the corresponding second arc-shaped positioning piece 5. Then, the positioning insertion rod 7 is inserted into the ground through the through hole 601 on the fixing ear 6 to fix the position of the square frame 3. The square frame 3 then positions the geotextile bag 1. After laying, grouting can be carried out. After the geotextile bag 1 expands, the first arc-shaped positioning piece 4 and the second arc-shaped positioning piece 5 can better limit the geotextile bag 1. After the concrete inside the geotextile bag 1 has solidified, the soil block 8 is filled into the square frame 3, and grass seeds are planted on the soil block 8. Finally, the mesh 11 is laid on the soil block 8 and fixed with bolts 12 to reduce soil loss. After the grass seeds germinate, they can continue to grow through the mesh 11 to beautify the slope environment.

[0040] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0041] Although embodiments of the present invention 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 to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A membrane bag for slope protection, comprising a geotextile bag (1), characterized in that: The square grid chamber (2) is arranged on the earthwork mold bag (1), the square frame (3) is arranged in the square grid chamber (2), the first arc-shaped positioning piece (4) is arranged on the front and back sides of the square frame (3), the second arc-shaped positioning piece (5) is arranged on the left and right sides of the square frame (3), the fixed lug (6) is fixed on the inner side four corners of the square frame (3), the positioning ground insertion rod (7) is arranged on the fixed lug (6), and the soil block (8) is filled in the square frame (3).

2. The grouting membrane bag for slope protection according to claim 1, characterized in that: The earthwork mold bag (1) is formed by the transverse earthwork mold bag (101) and the longitudinal earthwork mold bag (102) being staggered with each other, the transverse earthwork mold bag (101) and the longitudinal earthwork mold bag (102) are staggered to form the square grid chamber (2).

3. The grouting membrane bag for slope protection according to claim 2, characterized in that: The transverse earthwork mold bag (101) is positioned by the corresponding first arc-shaped positioning piece (4), and the longitudinal earthwork mold bag (102) is positioned by the corresponding second arc-shaped positioning piece (5).

4. The grouting membrane bag for slope protection according to claim 1, wherein: The square frame (3) is fixed with the transverse reinforcing rib plate (9) and the longitudinal reinforcing rib plate (10) arranged in a staggered mode.

5. The grouting membrane bag for slope protection according to claim 1, wherein: The positioning ground insertion rod (7) is composed of a block (701), a rod body (702) and a conical head (703), the rod body (702) is fixedly connected with the block (701) and the conical head (703) at the top and the bottom respectively, and the fixed lug (6) is provided with a through hole (601) corresponding to the rod body (702).

6. The grouting membrane bag for slope protection according to claim 1, wherein: The square frame (3) is provided with a trapezoidal table (301) on the inner wall, the trapezoidal table (301) is provided with a screen (11), and the screen (11) is connected with the square frame (3) through bolts (12).

7. The grouting membrane bag for slope protection according to claim 1, wherein: The soil block (8) is planted with green plants.

8. The grouting membrane bag for slope protection according to claim 2, wherein: The transverse earthwork mold bag (101) and the longitudinal earthwork mold bag (102) are all arranged as multilayer co-extrusion film bags.

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