Scouring protection ecological slope

Abstract

The utility model provides a scouring protection ecological slope, which relates to the technical field of slope protection, and comprises a main protection beam, an embedded anchor rod and a base layer ground, the embedded anchor rod is arranged on the inner side of the main protection beam, the lower end of the embedded anchor rod is deeply fixed to the base layer ground, a side L-shaped connecting piece is fixedly arranged on the outer side of the main protection beam, and the side L-shaped connecting piece is fixedly connected with the side L-shaped connecting piece. A transverse connecting frame is fixedly arranged on one side of the main protection beam, an inner groove is formed in the inner side of the upper portion of the transverse connecting frame in an inwards-concave mode, transverse reinforcing ribs are fixedly arranged in the main protection beam at intervals, longitudinal reinforcing ribs are fixedly arranged in the main protection beam at intervals, and through holes are formed in the bottom and the two sides of the main protection beam in a penetrating mode. And integrated forming of concrete pouring is carried out in the main protection beam, assembling and disassembling of a concrete forming formwork are omitted, the efficiency of slope construction work is improved, and the problem that the slope construction period is long due to the fact that a concrete frame needs auxiliary pouring of the formwork is solved.

Description

Technical Field

[0001] This utility model relates to the field of slope protection technology, and in particular to an ecological slope protection method for erosion protection. Background Technology

[0002] In slope protection construction, the strength of the slope is increased by building a concrete frame on the slope, and vegetation is planted inside the concrete frame to reduce the erosion of the slope by rainwater.

[0003] The construction of a concrete frame for a slope requires the installation and setting of formwork first, followed by pouring concrete inside the formwork to form the concrete frame. After the concrete has solidified, the formwork also needs to be dismantled. This results in a long construction process for the concrete frame. Furthermore, fixing the formwork on a sloping slope requires a lot of auxiliary supports, and the assembly of the formwork is difficult, further extending the construction period. Summary of the Invention

[0004] This disclosure relates to an ecological slope protection method for erosion protection. The main protection beam is placed on the base ground of the slope and is integrally formed by pouring concrete inside the main protection beam. The hollow structure of the main protection beam reduces the weight of movement and transportation, improves transportation efficiency, eliminates the need for assembly and disassembly of concrete forming templates, and speeds up the slope construction work. The transverse and longitudinal reinforcing ribs pre-set inside the main protection beam also eliminate the need for on-site laying and installation, further shortening the construction period.

[0005] In a first aspect, this disclosure provides an erosion protection ecological slope, specifically comprising: a main protective beam, pre-embedded anchor rods, and a base surface. The main protective beam has pre-embedded anchor rods installed on its inner side, with the lower ends of the anchor rods deeply embedded in the base surface. A side L-shaped connector is fixedly installed on the outer side of the middle portion of the main protective beam. A transverse connecting frame is fixedly installed on one side of the main protective beam, with an inwardly recessed groove on the upper inner side of the transverse connecting frame. Transverse reinforcing ribs are fixedly installed at intervals inside the main protective beam, and longitudinal reinforcing ribs are fixedly installed at intervals inside the main protective beam. The transverse connecting frame contains both transverse and longitudinal reinforcing ribs. Through holes are provided at the bottom and on both sides of the main protective beam.

[0006] In at least some embodiments, the main protective beam is a U-shaped structure, and a through hole is provided at the bottom of the transverse connecting frame. The transverse connecting frame and the main protective beam are connected, and the transverse connecting frame and the main protective beam form a U-shaped frame.

[0007] In at least some embodiments, the bottom surface of the side L-shaped connector is fitted with the top surface of the inner groove of the adjacent side transverse connecting frame, and the downward-facing protrusion at the tail of the side L-shaped connector slides into the inner groove of the adjacent side transverse connecting frame.

[0008] In at least some embodiments, the transverse and longitudinal reinforcing ribs are located on both sides of the through hole, and concrete is poured inside the main protective beam and the transverse connecting frame. The transverse and longitudinal reinforcing ribs are located inside the concrete, and the transverse and longitudinal reinforcing ribs enhance the strength of the concrete.

[0009] In at least some embodiments, the pre-embedded anchor rod passes through the inner side of the bottom through hole of the main protective beam, the upper end of the pre-embedded anchor rod is located inside the main protective beam, the pre-embedded anchor rod is inside the concrete, and the pre-embedded anchor rod passes through the bottom through hole of the main protective beam and is connected and fixed to the base ground, so as to achieve a firm connection between the main protective beam and the base ground.

[0010] In at least some embodiments, the bottom surface of the main protective beam is in contact with the base floor, the through hole at the bottom of the main protective beam is connected to the base floor, and concrete fills the gap between the main protective beam and the base floor to improve the firmness between the base floor and the main protective beam.

[0011] In at least some embodiments, the U-shaped frame formed by the main protective beam and the transverse connecting frame is filled with soil for vegetation cultivation. The side of the main protective beam is attached to another adjacent main protective beam, and the main protective beam and the other adjacent main protective beam are connected and fastened by bolts through the through holes on the side.

[0012] This utility model provides an ecological slope protection method for erosion control, which has the following beneficial effects:

[0013] The main protective beam is placed on the base ground of the slope. The main protective beam is integrally formed by pouring concrete inside. The hollow structure of the main protective beam reduces the weight of movement and transportation, improves transportation efficiency, eliminates the need for assembly and disassembly of concrete molding templates, and speeds up the construction efficiency of the slope. The transverse and longitudinal reinforcing bars pre-set inside the main protective beam also eliminate the need for on-site laying and installation, further shortening the construction period.

[0014] The connection and fixation of adjacent main protective beams are achieved by sliding the side L-shaped connectors and the inner groove, which facilitates the integrated combination of the main protective beams. The concrete inside the main protective beam fills the gap between the main protective beam and the base floor through the bottom through hole, which improves the firmness between the base floor and the main protective beam. Attached Figure Description

[0015] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings of the embodiments will be briefly described below.

[0016] The accompanying drawings described below are only related to some embodiments of the present invention and are not intended to limit the scope of the present invention.

[0017] In the attached diagram:

[0018] Figure 1 A schematic diagram of the overall structure of this application is shown;

[0019] Figure 2 A schematic diagram of the main protective beam structure of this application is shown;

[0020] Figure 3 A schematic diagram of the transverse connecting frame structure of this application is shown;

[0021] Figure 4 A schematic diagram of the side L-shaped connector structure of this application is shown;

[0022] Figure 5 A schematic diagram of the cross-sectional structure of the transverse connecting frame of this application is shown;

[0023] Figure 6 A schematic diagram of the cross-sectional structure of the main protective beam of this application is shown;

[0024] List of reference numerals

[0025] 1. Main protective beam; 101. Side L-shaped connector; 102. Transverse connecting frame; 103. Inner groove; 104. Transverse reinforcing rib; 105. Longitudinal reinforcing rib; 106. Through hole;

[0026] 2. Pre-embedded anchor bolts;

[0027] 3. Base surface. Detailed Implementation

[0028] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. All other embodiments obtained by those skilled in the art based on the described embodiments of this utility model without creative effort are within the scope of protection of this utility model.

[0029] Example 1: Please refer to Figures 1 to 6 :

[0030] This utility model proposes an ecological slope protection system for erosion control, comprising: a main protective beam 1, pre-embedded anchor rods 2, and a base ground 3. A side L-shaped connector 101 is fixedly installed on the outer side of the middle of the main protective beam 1. A transverse connecting frame 102 is fixedly installed on one side of the main protective beam 1. An inner groove 103 is recessed on the inner side of the upper part of the transverse connecting frame 102. Transverse reinforcing ribs 104 and longitudinal reinforcing ribs 105 are fixedly installed at intervals inside the main protective beam 1. Transverse reinforcing ribs 104 and longitudinal reinforcing ribs 105 are installed at intervals inside the main protective beam 1. Transverse reinforcing ribs 104 and longitudinal reinforcing ribs 105 are installed inside the transverse connecting frame 102. Through holes 106 are provided at the bottom and both sides of the main protective beam 1. The main protective beam 1 has a U-shaped structure. The transverse connecting frame 102 and the main protective beam 1... The transverse connecting frame 102 and the main protective beam 1 are connected to form a U-shaped frame. The bottom surface of the side L-shaped connector 101 fits into the top surface of the inner groove 103 of the adjacent side transverse connecting frame 102. The downward protrusion at the tail of the side L-shaped connector 101 slides into the inner groove 103 of the adjacent side transverse connecting frame 102, realizing the integrated combination between the main protective beams 1, further improving the firmness between the main protective beams 1. The inner side of the main protective beam 1 is provided with a pre-embedded anchor rod 2. The lower end of the pre-embedded anchor rod 2 is deeply fixed to the base surface 3. The bottom surface of the main protective beam 1 fits into the base surface 3. The through hole 106 at the bottom of the main protective beam 1 is connected to the base surface 3. Concrete fills the gap between the main protective beam 1 and the base surface 3, improving the firmness between the base surface 3 and the main protective beam 1.

[0031] In this embodiment, the transverse reinforcing rib 104 and the longitudinal reinforcing rib 105 are located on both sides of the through hole 106. Concrete is poured inside the main protective beam 1 and the transverse connecting frame 102. The transverse reinforcing rib 104 and the longitudinal reinforcing rib 105 are inside the concrete. The transverse reinforcing rib 104 and the longitudinal reinforcing rib 105 enhance the strength of the concrete and eliminate the need for on-site installation of reinforcing bars, further accelerating the work speed.

[0032] In this embodiment, the pre-embedded anchor rod 2 passes through the bottom through hole 106 of the main protective beam 1, and the upper end of the pre-embedded anchor rod 2 is located inside the main protective beam 1. The pre-embedded anchor rod 2 is inside the concrete, and the pre-embedded anchor rod 2 passes through the bottom through hole 106 of the main protective beam 1 and is connected and fixed to the base ground 3, so as to realize the firm connection between the main protective beam 1 and the base ground 3.

[0033] In this embodiment, the U-shaped frame formed by the main protective beam 1 and the transverse connecting frame 102 is filled with soil for vegetation cultivation. The vegetation enhances the scour protection effect. The side of the main protective beam 1 is attached to another adjacent main protective beam 1. The main protective beam 1 and the other adjacent main protective beam 1 are connected and fastened by bolts through the through holes 106 on the side.

[0034] In Example 2, based on Example 1, the side L-shaped connector 101, the transverse connecting frame 102, and the inner groove 103 are set up, and the main protective beam 1 is directly a U-shaped frame structure. The main protective beam 1 is directly connected and fixed to the adjacent main protective beam 1 through the through holes 106 around the perimeter with bolts, which simplifies the production difficulty of the main protective beam 1. Without the side L-shaped connector 101, the transverse connecting frame 102, and the inner groove 103, the main protective beam 1 has a more regular shape and is easier to produce, further reducing the manufacturing cost of the main protective beam 1.

[0035] The working principle of this embodiment is as follows: The base ground 3 of the slope needs to be leveled first. The main protective beam 1 is made of fiberglass, which makes it lighter and easier to transport. Then, the main protective beam 1 is placed on the base ground 3 of the slope. The left and right adjacent main protective beams 1 are connected and fixed by sliding the side L-shaped connector 101 and the inner groove 103. The upper and lower adjacent main protective beams 1 can be directly attached to each other by side. The upper and lower adjacent main protective beams 1 can be connected and fastened by bolts through the through holes 106 on the side of the main protective beam 1, which facilitates the integrated combination of the main protective beams 1. In order to further improve the firmness between the main protective beams 1, the pre-embedded anchor rod 2 is connected and fixed to the base ground 3 through the through hole 106 at the bottom of the main protective beam 1, which enhances the connection strength between the main protective beam 1 and the base ground 3. After placement, concrete is poured into the interior of the main protective beam 1. Once the concrete has solidified, the main protective beam 1 and the concrete become a single unit. The base ground 3 and the transverse reinforcing bars 104 and longitudinal reinforcing bars 105 are all cast into the concrete. The transverse reinforcing bars 104 and longitudinal reinforcing bars 105 can be made of externally threaded glass fiber material or threaded steel. The transverse reinforcing bars 104 and longitudinal reinforcing bars 105 enhance the strength of the concrete. The hollow structure of the main protective beam 1 reduces the overall weight, reduces the weight of movement and transportation, improves transportation efficiency, eliminates the need for assembly and disassembly of concrete molding templates, and speeds up the efficiency of slope construction. The transverse reinforcing bars 104 and longitudinal reinforcing bars 105 pre-set inside the main protective beam 1 also eliminate the need for on-site laying and installation of reinforcing bars, further accelerating the work speed and shortening the construction period.

[0036] The concrete inside the main protective beam 1 flows outward through the bottom through hole 106. The concrete fills the gap between the main protective beam 1 and the base ground 3, improving the stability between the base ground 3 and the main protective beam 1. Soil or ecological bags are filled inside the main protective beam 1 for plant growth, which reduces the erosion caused by water flow.

[0037] The following points should be noted in this article:

[0038] 1. The accompanying drawings of the embodiments disclosed herein only relate to the structures involved in the embodiments disclosed herein; other structures can be referred to in a general design.

[0039] 2. Where there is no conflict, the embodiments of this disclosure and the features in the embodiments can be combined with each other to obtain new embodiments.

[0040] The above are merely specific embodiments of this disclosure, but the scope of protection of this disclosure is not limited thereto. Any variations or substitutions that can be easily conceived by those skilled in the art within the scope of the technology disclosed in this disclosure should be included within the scope of protection of this disclosure. Therefore, the scope of protection of this disclosure should be determined by the scope of the claims.

Claims

1. A type of erosion-protected ecological slope, comprising: The main protective beam (1), the pre-embedded anchor rod (2) and the base ground (3) are characterized in that the pre-embedded anchor rod (2) is provided on the inner side of the main protective beam (1), the lower end of the pre-embedded anchor rod (2) is fixed to the base ground (3), the side L-shaped connector (101) is fixed on the outer side of the main protective beam (1), the transverse connecting frame (102) is fixed on one side of the main protective beam (1), the inner side of the upper part of the transverse connecting frame (102) is recessed with an inner groove (103), the transverse reinforcing ribs (104) are fixedly provided at intervals inside the main protective beam (1), the longitudinal reinforcing ribs (105) are fixedly provided at intervals inside the main protective beam (1), and the bottom and both sides of the main protective beam (1) are provided with through holes (106).

2. The erosion protection ecological slope according to claim 1, characterized in that, The main protective beam (1) has a U-shaped structure. The bottom of the transverse connecting frame (102) is provided with a through hole (106). The transverse connecting frame (102) and the main protective beam (1) are connected. The transverse connecting frame (102) and the main protective beam (1) form a square frame.

3. The erosion protection ecological slope according to claim 2, characterized in that, The bottom surface of the side L-shaped connector (101) and the top surface of the inner groove (103) of the adjacent side transverse connecting frame (102) are fitted together, and the downward protrusion at the tail of the side L-shaped connector (101) and the inner groove (103) of the adjacent side transverse connecting frame (102) are slidably inserted.

4. The erosion protection ecological slope according to claim 3, characterized in that, The transverse reinforcing ribs (104) and longitudinal reinforcing ribs (105) are located on both sides of the through hole (106). Concrete is poured inside the main protective beam (1) and the transverse connecting frame (102), and the transverse reinforcing ribs (104) and longitudinal reinforcing ribs (105) are located inside the concrete.

5. The erosion protection ecological slope according to claim 4, characterized in that, The pre-embedded anchor rod (2) passes through the bottom through hole (106) inside the main protective beam (1), and the upper end of the pre-embedded anchor rod (2) is located inside the main protective beam (1).

6. The erosion protection ecological slope according to claim 5, characterized in that, The bottom surface of the main protective beam (1) is attached to the base ground (3), and the through hole (106) at the bottom of the main protective beam (1) is connected to the base ground (3).

7. The erosion protection ecological slope according to claim 6, characterized in that, The U-shaped frame formed by the main protective beam (1) and the transverse connecting frame (102) is filled with soil. The side of the main protective beam (1) is attached to the other adjacent main protective beam (1). The main protective beam (1) and the other adjacent main protective beam (1) are connected and fastened by bolts through the through holes (106) on the side.

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