Modular slope building reinforcing assembly

Abstract

The utility model relates to the technical field of side slope building reinforcing members, in particular to a modularized side slope building reinforcing assembly which comprises a left vertical beam and a right vertical beam, rectangular sleeves are sleeved on the vertical beams, the rectangular sleeves are connected with the vertical beams in a sliding mode, lower horizontal compression-resistant rods are fixedly installed on the side faces of the rectangular sleeves, and upper horizontal compression-resistant rods are fixedly installed on the side faces of the lower horizontal compression-resistant rods. A pressure-resistant plate is arranged between the two lower horizontal pressure-resistant rods, fixing sleeves are fixedly installed at the two ends of the pressure-resistant plate, the lower horizontal pressure-resistant rods are sleeved with the fixing sleeves, the fixing sleeves are fixedly connected with the lower horizontal pressure-resistant rods through a plurality of fastening bolts, the vertical beams are sleeved with pressing sleeves, and a traction limiting plate is fixedly installed between the two pressing sleeves; a top rod body of the vertical beam is sleeved with a vertical supporting sleeve, a bolt plate is fixedly installed at the top end of the vertical supporting sleeve, a left transverse base and a right transverse base are fixedly installed on a bottom rod body of the vertical beam, and a left longitudinal base and a right longitudinal base are fixedly installed at the bottom end of the vertical beam. According to the utility model, modular assembly operation is facilitated, and the structure is firm and stable.

Description

Technical Field

[0001] The utility model relates to the technical field of slope building reinforcement parts, in particular to a modular slope building reinforcement component. Background Art

[0002] Slopes are a common structural form in civil engineering, and their stability is directly related to the safety and durability of the project. However, due to the influence of natural factors (such as rain erosion, earthquakes, etc.) and human factors (such as over-mining, improper construction, etc.), slopes often face the risk of instability. Therefore, effective reinforcement measures are needed to ensure their stability.

[0003] Traditional slope reinforcement methods mainly include anchoring, grouting, and anti-slip piles. These methods can improve slope stability to a certain extent, but they have limitations such as long construction periods, high costs, and significant environmental impacts. Especially for slopes under complex geological conditions, traditional reinforcement methods often fail to achieve ideal reinforcement results. Currently, to facilitate construction, structured reinforcement components are often used on slopes. However, most reinforcement components are used individually. While this facilitates installation, the lack of corresponding connecting components between adjacent reinforcement components prevents them from performing pull-limiting and reinforcement operations, which affects the stability of the structures and causes inconvenience to users. In light of this, we propose a modular slope building reinforcement component. Utility Model Content

[0004] The purpose of the present utility model is to provide a modular slope building reinforcement component to solve the defects mentioned in the above background technology.

[0005] To achieve the above objectives, the present invention provides the following technical solutions:

[0006] A modular slope building reinforcement assembly comprises two mutually symmetrical vertical beams on the left and right, a rectangular sleeve is provided on the vertical beam, the rectangular sleeve is slidably connected to the vertical beam, a lower horizontal compression rod is fixedly installed on the side of the rectangular sleeve, a compression plate is provided between the two lower horizontal compression rods, both ends of the compression plate are fixedly installed with a fixing sleeve, the fixing sleeve is sleeved on the lower horizontal compression rod and fixedly connected to the lower horizontal compression rod by a plurality of fastening bolts, a compression sleeve is provided on the vertical beam, the compression sleeve is rested on the upper surface of the rectangular sleeve, a pulling limit plate is fixedly installed between the two compression sleeves, a vertical support sleeve is provided on the top rod body of the vertical beam, and a bolt plate is fixedly installed on the top of the vertical support sleeve.

[0007] Preferably, there are two symmetrically arranged horizontal bases fixed on the bottom rod of the vertical beam, and bolt holes are provided in the horizontal bases.

[0008] Preferably, there are two symmetrically arranged longitudinal bases fixed at the bottom end of the vertical beam, and the longitudinal bases are perpendicular to the horizontal bases.

[0009] Preferably, there are multiple anchor bolt holes communicating with the outside in the end rod of the lower horizontal compression bar, and anchor bolts are inserted and fitted in the anchor bolt holes.

[0010] Preferably, there are multiple guiding holes arranged in a matrix in the top plate of the pulling and limiting plate, and multiple positioning rods arranged in a matrix are fixed at the bottom end of the vertical support sleeve, and the positioning rods are inserted and fitted with the guiding holes.

[0011] Preferably, the size of the positioning rod is adapted to the size of the guiding hole, and the depth of the guiding hole is between 10 cm and 20 cm.

[0012] Preferably, the sizes of the rectangular sleeve, the pressing sleeve and the vertical support sleeve are all adapted to the size of the vertical beam, and the bolt plate is fixed on an external building foundation.

[0013] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0014] 1. The present utility model realizes vertical support through the arranged vertical beam, and supports between the slope and the vertical beam through the arranged lower horizontal compression bar. Compression plates and pulling and limiting plates are used for limiting and fixing between the two lower horizontal compression bars and between the two vertical beams, ensuring that the overall structure is more firm and stable, and achieving the effects of modular installation and mutual pulling and limiting fixation.

[0015] 2. The present utility model can use the vertical support sleeve to abut against the pressing sleeve for further limiting operation through the arranged vertical support sleeve, and can be assembled and fixed on an external foundation through the arranged bolt plate. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 is the overall structural schematic diagram of the present utility model;

[0017] Figure 2 is the exploded structural schematic diagram of the present utility model;

[0018] Figure 3 is the present utility model Figure 2 the enlarged view of part A in;

[0019] Figure 4 is the partial structural schematic diagram of the present utility model;

[0020] The meanings of the reference numerals in the figure are as follows:

[0021] 1. Vertical beam; 10. Transverse base; 11. Longitudinal base;

[0022] 2. Rectangular sleeve; 20. Lower horizontal compression bar; 21. Anchor hole; 22. Compression plate; 23. Fixed sleeve; 24. Anchor;

[0023] 3. Compression sleeve; 30. Pulling limit plate; 31. Guide hole;

[0024] 4. Vertical support sleeve; 40. Positioning rod; 41. Bolt plate. Specific implementation mode

[0025] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0026] Please refer to Figures 1-4 , the present invention provides a technical solution: a modular slope building reinforcement component, including two symmetric vertical beams 1 on the left and right. A rectangular sleeve 2 is sleeved on the vertical beam 1, and the rectangular sleeve 2 is slidably connected to the vertical beam 1, facilitating sliding assembly operations; a lower horizontal compression bar 20 is fixedly installed on the side surface of the rectangular sleeve 2. A compression plate 22 is arranged between the two lower horizontal compression bars 20. Fixed sleeves 23 are fixedly installed at both ends of the compression plate 22. The fixed sleeves 23 are sleeved on the lower horizontal compression bars 20 and are fixedly connected to the lower horizontal compression bars 20 through a plurality of fastening bolts, facilitating fixed connection operations; a compression sleeve 3 is sleeved on the vertical beam 1, and the compression sleeve 3 abuts against the upper surface of the rectangular sleeve 2 to achieve abutting operations; a pulling limit plate 30 is fixedly installed between the two compression sleeves 3 to achieve mutual pulling and limiting operations; a vertical support sleeve 4 is sleeved on the top rod body of the vertical beam 1, and a bolt plate 41 is fixedly installed at the top end of the vertical support sleeve 4. The bolt plate 41 is fixedly installed on an external building base, ensuring that modular installation operations can be carried out during use and making the overall structure more firm and stable.

[0027] In this embodiment, two symmetric transverse bases 10 are fixedly installed on the bottom rod of the vertical beam 1, and bolt holes are provided in the transverse bases 10; two symmetric longitudinal bases 11 are fixedly installed at the bottom end of the vertical beam 1. The longitudinal bases 11 are perpendicular to the transverse bases 10, and bolt holes are also provided in the longitudinal bases 11, so as to be able to fixedly install the transverse bases 10 and the longitudinal bases 11 on an external concrete base.

[0028] Specifically, a plurality of anchor holes 21 communicating with the outside are provided in the end rod of the lower horizontal compression rod 20, and anchor bolts 24 are inserted into the anchor holes 21 to fixedly install the end of the lower horizontal compression rod 20 on the slope for fixing operation.

[0029] Furthermore, a plurality of guide holes 31 arranged in a matrix are provided in the top plate of the pulling limit plate 30, and a plurality of positioning rods 40 arranged in a matrix are fixedly installed at the bottom end of the vertical support sleeve 4. The positioning rods 40 are inserted into the guide holes 31; the size of the positioning rods 40 is adapted to the size of the guide holes 31, and the depth of the guide holes 31 is between 10 cm and 20 cm, so as to realize the insertion and assembly operation.

[0030] In addition, the sizes of the rectangular sleeve 2, the pressing sleeve 3 and the vertical support sleeve 4 are all adapted to the size of the vertical beam 1 for stable socket assembly operation.

[0031] When the modular slope building reinforcement component of the present invention is in use, the vertical beam 1 is erected at the corresponding position, and the transverse bases 10 and the longitudinal bases 11 are fixedly installed on the external concrete base with fastening bolts. Then, the rectangular sleeve 2 is sleeved on the vertical beam 1, the lower horizontal compression rod 20 is pressed down until its end abuts against the slope, and then the end of the lower horizontal compression rod 20 is fixedly installed on the slope with the anchor bolt 24. Then, the pressing sleeve 3 is sleeved on the vertical beam 1, and finally the vertical support sleeve 4 is sleeved on the vertical beam 1, and the external building base is fixedly installed on the top surfaces of a plurality of bolt plates 41 with fastening bolts to complete the fixing operation.

[0032] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited by the above embodiments. The above embodiments and the descriptions in the specification are only preferred examples of the present invention and do not limit the present invention. Without departing from the spirit and scope of the present invention, the present invention will have various changes and improvements, and these changes and improvements all fall within the scope of the present invention claimed. The scope of protection claimed by the present invention is defined by the appended claims and their equivalents.

Claims

1. A modular slope building reinforcement component, characterized in that: It includes two vertically symmetric beams (1) on the left and right. A rectangular sleeve (2) is sleeved on the vertical beam (1), and the rectangular sleeve (2) is slidably connected to the vertical beam (1). A lower horizontal compression bar (20) is fixedly installed on the side surface of the rectangular sleeve (2). A compression plate (22) is arranged between the two lower horizontal compression bars (20). Fixed sleeves (23) are fixedly installed at both ends of the compression plate (22). The fixed sleeves (23) are sleeved on the lower horizontal compression bars (20) and are fixedly connected to the lower horizontal compression bars (20) through a plurality of fastening bolts. A pressing sleeve (3) is sleeved on the vertical beam (1), and the pressing sleeve (3) abuts against the upper surface of the rectangular sleeve (2). A pulling and limiting plate (30) is fixedly installed between the two pressing sleeves (3). A vertical support sleeve (4) is sleeved on the top rod of the vertical beam (1), and a bolt plate (41) is fixedly installed at the top end of the vertical support sleeve (4).

2. The modular slope building reinforcement component according to claim 1, characterized in that: Two symmetrically arranged horizontal bases (10) are fixedly installed on the bottom rod of the vertical beam (1), and bolt holes are arranged in the horizontal bases (10).

3. The modular slope building reinforcement component according to claim 2, characterized in that: Two symmetrically arranged longitudinal bases (11) are fixedly installed at the bottom end of the vertical beam (1), and the longitudinal bases (11) are perpendicular to the horizontal bases (10).

4. The modular slope building reinforcement component according to claim 1, characterized in that: A plurality of anchor holes (21) communicating with the outside are arranged in the end rod of the lower horizontal compression bar (20), and anchor bolts (24) are inserted and matched in the anchor holes (21).

5. The modular slope building reinforcement component according to claim 1, characterized in that: A plurality of guide holes (31) arranged in a matrix are arranged in the top plate of the pulling and limiting plate (30). A plurality of positioning rods (40) arranged in a matrix are fixedly installed at the bottom end of the vertical support sleeve (4), and the positioning rods (40) are inserted and matched with the guide holes (31).

6. The modular slope building reinforcement component according to claim 5, characterized in that: The size of the positioning rod (40) is adapted to the size of the guide hole (31), and the depth of the guide hole (31) is between 10 cm and 20 cm.

7. The modular slope building reinforcement component according to claim 1, wherein: The sizes of the rectangular sleeve (2), the pressing sleeve (3) and the vertical support sleeve (4) are all adapted to the size of the vertical beam (1), and the bolt plate (41) is fixedly installed on an external building foundation.

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