CN-224227822-U - Side slope supporting structure with reinforced supporting function

Abstract

The application discloses a side slope supporting structure with reinforced supporting function, which relates to the field of civil engineering, and comprises an anchor rod and a connecting beam, wherein an anchor rod positioning disc for ensuring the relative position of the anchor rod is fixed, prefabricated U-shaped steel bars are adopted to respectively play roles of the anchor rod and the connecting beam, the anchor rod is sleeved on the anchor rod positioning disc and then welded and fixed to form an anchor joint part, the integrally formed and connected anchor rod and the connecting beam are connected with two adjacent anchor joint parts in a non-crossing way, and the minimum square grid formed by four connecting beams is a shallow root green planting transplanting area. The side slope supporting structure with the reinforced supporting function adopts the anchor rod combined stress means, increases the pulling resistance of the anchor rod, can be applied to a wet landslide soil side slope, avoids the side slope landslide risk, ensures the construction safety, and can timely transplant shallow root herb green plants after the side slope supporting structure is built and maintained, thereby accelerating the recovery speed of the green plant ecology.

Inventors

• YAN ZHIJIE
• LIU BO

Assignees

• 西北综合勘察设计研究院

Dates

Publication Date

20260512

Application Date

20250523

Claims (4)

1. 1. A side slope supporting structure with a reinforced supporting function is characterized by comprising a plurality of anchoring portions (2) and a plurality of connecting beams (21), wherein each anchoring portion (2) comprises an anchor rod positioning disc (23) and a plurality of anchor rods (22) penetrating through the anchor rod positioning disc (23) and the connecting beams (21), the plurality of anchoring portions (2) are distributed on the surface of a side slope to be supported in a square grid shape, and the anchor rods (22) and the connecting beams (21) are integrally formed and are connected with two adjacent anchoring portions (2) in a non-crossing mode.
2. 2. The slope supporting structure with reinforced supporting function according to claim 1, wherein the anchor rod positioning disc (23) is a circular disc with the height of 25cm-30cm, and holes for fixing and limiting the anchor rods (22) are formed in the circular disc in a circumferential array.
3. 3. A slope support structure with enhanced support function according to claim 1, characterized in that each of the anchoring portions (2) is composed of four anchor rods (22) and one anchor rod positioning plate (23) for fixing and limiting the anchor rods (22), and the anchor rods (22) are welded and fixed with the anchor rod positioning plate (23).
4. 4. The side slope support structure with reinforced support function according to claim 1, wherein the anchoring parts (2) are tightly attached to the surface of the side slope to be supported and the surface of the side slope (3) to be supported, and the minimum square formed by the connecting cross beams (21) connected with the four anchoring parts (2) is a shallow herbal green plant transplanting area (1).

Description

Side slope supporting structure with reinforced supporting function Technical Field The application relates to a side slope supporting structure with a reinforced supporting function, and particularly relates to the field of civil engineering. Background The rock-soil side slope support has the functions of maintaining the stability of the geological condition of the side slope and preventing the side slope from sliding in the construction process of civil engineering, has an indispensable function on the safety of constructors, and is a precondition guarantee for ensuring the smooth implementation of engineering. The single-anchor-rod side slope supporting structure in the prior art is mainly used for common clay and sandy soil areas, and mainly depends on the friction resistance and the tensile force dispersion effect of the single anchor rod to transfer the dead weight and external load of the soil body into surrounding soil bodies, so that the deformation and settlement of the soil body are reduced, and the side slope geological layer is supported and fixed. However, the side slope support used in the common clay and sandy soil areas in the prior art depends on a single anchor rod to play a supporting role, and the problem of poor pulling resistance exists. Disclosure of utility model The application provides a rock-soil slope supporting structure with a water and soil loss prevention function, which aims to solve the problem that a side slope supporting structure used in a common clay and sandy soil area in the prior art is poor in pulling resistance. The application provides a side slope supporting structure with reinforced supporting function, which adopts the following technical scheme: The utility model provides a slope supporting structure who has strengthened support function, includes stock, connection crossbeam and stock positioning disk and anchor portion, every anchor portion includes stock positioning disk and a plurality of stock and the connection crossbeam that runs through the stock positioning disk, and a plurality of anchor portions are square lattice shape and distribute and wait to strut the slope surface, and every adjacent two anchor portions are connected through stock and the connection crossbeam non-intersecting ground that integral type shaping is connected. In this embodiment, the stock is four, and fixed suit forms an anchor portion on an anchor positioning disk, and anchor portion is square lattice shape and distributes on waiting to strut the side slope surface, and stock and the integrated into one piece of connecting beam are connected and are two adjacent anchor portions of 90 contained angles uncrossing, and stock and the U-shaped reinforcing bar of connecting beam as integrated into one piece between two adjacent anchor portions promptly. The prefabricated U-shaped steel bars are adopted to sequentially connect the two adjacent anchor rod positioning disks, each anchor rod positioning disk is sleeved with 4 steel bars, the steel bars buried in the geological layer of the side slope to be supported are anchor rods, and the connecting cross beams are tightly attached to the surface of the side slope to be supported. Through adopting above-mentioned technical scheme, improved the resistance to plucking with the overall structure that 4 stock and stock positioning disk are constituteed, played the effect of stabilizing the ground side slope geology condition, be the anchorage portion that square lattice distributes simultaneously, will wait to strut the side slope and cut apart into a plurality of plate, reduced the tension from waiting to strut the side slope geological formation that every stock needs to bear alone. The safety protection requirement of the most foundation of the rock-soil slope supporting structure is guaranteed, and the safety of constructors and construction engineering is guaranteed. Optionally, the anchor rod positioning disc is a disc made of carbon steel, the height of the disc is 25cm-30cm, and 4 holes which are arrayed circumferentially and correspond to the anchor rods in size and number are formed in the disc. Through adopting above-mentioned technical scheme, adopt the stock positioning disk to connect between the arbitrary two adjacent anchor portions, realized that the stock is connected with the integrated into one piece of connecting the crossbeam, strengthened the axial pulling force of connecting the crossbeam. Optionally, each anchoring portion is composed of four anchor rods and an anchor rod positioning disc for fixing and limiting the anchor rods, and the anchor rods are welded and fixed with the anchor rod positioning disc. By adopting the technical scheme, the integral structural property of the anchor rod and the anchor rod positioning disk is enhanced, the anchor rod and the anchor rod positioning disk are fixed in a welding mode, possible corrosion looseness of the connecting part of the anchor rod positioning disk and the ancho