Sliding rail type steel plate box supporting system

Through the design of the slide rail steel plate box support system, the connection structure of the support column group and baffle is used to solve the problem that the fixed-size support system cannot be adjusted, and the support needs of adapting to the deep pits at different depths is improved. System stability.

CN222252143UActive Publication Date: 2024-12-27JIANGSU LITWEI STEEL STRUCTURE CO LTD
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Patent Information

Application Number
CN202421081505.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-17
Publication Date
2024-12-27
Estimated Expiration
2034-05-17

AI Technical Summary

Technical Problem

The fixed size of the steel plate box support system cannot be adjusted according to actual use requirements, resulting in the inability to meet the requirements of deep pit support at different depths.

Method used

A slide rail steel plate box support system is designed, including the baffle connection between the support column group and the support column group. By adjusting the number and position of the baffle, it can adapt to the requirements of deep pit support at different depths, and through Rotating bearings reduce friction and improve stability.

Benefits of technology

The depth of the support system is adjusted according to actual needs, ensuring the stability and flexibility of the support system, and adapting to the needs of deep pit support at different depths.

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Abstract

The utility model discloses a sliding rail type steel plate box supporting system which comprises a supporting stand column set a and a supporting stand column set b installed on the rear side of the supporting stand column set a, and supporting bases are connected to the opposite faces of the left side and the right side of the supporting stand column set a and the left side and the right side of the supporting stand column set b in a sliding mode. Baffles b are in transmission connection between the supporting stand column set a and the supporting stand column set b and close to the upper side, and baffles a are arranged between the supporting stand column set a and the supporting stand column set b and close to the lower side in a staggered mode with the baffles b. The system is mainly composed of the supporting stand column set a and the supporting stand column set b, and the supporting stand column set a and the supporting stand column set b are connected through the baffles b and the baffles a. During installation, firstly, a deep pit with the proper depth is dug in the ground, and then the supporting stand column set a and the supporting stand column set b are fixed in the deep pit through the supporting base. The baffle b is then fixed between the two supporting stand column sets, and the baffle a is inserted and slides downwards when the top of the baffle b is close to the ground.
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Description

Technical Field

[0001] The utility model belongs to the technical field related to slide rail supports, and in particular relates to a slide rail type steel plate box support system. Background Art

[0002] Steel plate box support is a support structure used in underground projects, mainly used to support and protect underground tunnels, basements and other engineering structures. It consists of a slide rail, a steel plate box and a support system, and can slide along the wall of the underground project. However, the steel plate box support is of fixed size and cannot be adjusted according to actual use requirements. The inventor has improved this problem and designed an adjustable assembled steel plate box support. Utility Model Content

[0003] The utility model aims to provide a slide rail type steel plate box support system to solve the problem that the steel plate box supports proposed in the above background technology are all of fixed size and cannot be adjusted according to actual use requirements.

[0004] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: a slide rail type steel plate box support system, comprising:

[0005] A support column group a and a support column group b installed at the rear side of the support column group a;

[0006] The left and right opposite surfaces of the support column group a and the support column group b are slidably connected with support bases;

[0007] A baffle b is drivingly connected between the support column group a and the support column group b and close to the upper side;

[0008] A baffle a is disposed between the support column group a and the support column group b and is staggered near the lower side and the baffle b.

[0009] Preferably, the outer walls at both the front and rear ends of the support column group a and the support column group b are fixedly connected with base limiting holes.

[0010] Preferably, the outer walls at both ends of the rear ends of the support column group a and the support column group b are provided with sliding grooves to cooperate with the limiting holes of the base to limit the up and down movement directions of the baffle a and the baffle b.

[0011] Preferably, an inner support is threadedly connected between the two support bases to increase the distance between the support column group a and the support column group b.

[0012] Preferably, hook holes penetrating from left to right are provided inside the right end outer walls of the two baffles a and b.

[0013] Preferably, a rotating bearing is embedded inside the support base.

[0014] Compared with the prior art, the utility model provides a slide rail type steel plate box support system, which has the following beneficial effects:

[0015] Composition of the sliding rail type steel plate box support system: The system is mainly composed of supporting column group a and supporting column group b, which are connected by baffles b and baffles a to meet the needs of deep pit support of different depths.

[0016] Installation process: During installation, first dig a pit of appropriate depth on the ground, and then fix the support column group a and the support column group b inside the pit through the support base. The baffle plate b is then fixed between the two support column groups, and the baffle plate a is inserted and slid down when the top of the baffle plate b is close to the ground.

[0017] Positioning mechanism: The front and rear outer walls of support column group a and support column group b are fixedly connected with base limit holes, and the outer walls at the rear ends are provided with sliding grooves. These base limit holes and sliding grooves can limit the up and down movement directions of baffle a and baffle b to ensure that they will not be displaced when sliding.

[0018] Scalability: By adjusting the number of baffles, the system can be adjusted according to actual practical needs to adapt to deep pit support of different depths.

[0019] Structural stability: A rotating bearing is embedded inside the support base. This design can reduce the friction between the two, allowing the support base to be more smoothly plugged into the support pole group, thereby improving the stability of the entire support system. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 The utility model is a structural schematic diagram of a slide rail type steel plate box support system.

[0021] Figure 2 It is a schematic diagram of the three-dimensional structure of the support base of the utility model.

[0022] In the figure: 1. Support column group a; 2. Support base; 3. Inner support; 4. Base limit hole; 5. Support column group b; 6. Slide groove; 7. Rotating bearing; 8. Hook hole; 9. Baffle b; 10. Baffle a. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0024] The utility model provides Figure 1-2 A slide rail type steel plate box support system shown includes a support column group a1 and a support column group b5 installed at the rear side of the support column group a1;

[0025] The left and right opposite surfaces of the support column group a1 and the support column group b5 are both slidably connected with support bases 2;

[0026] A baffle b9 is connected between the support column group a1 and the support column group b5 and close to the upper side;

[0027] Baffle a10 is provided between the support column group a1 and the support column group b5 and is staggered near the lower side and baffle b9. When using the support, first dig a suitable deep pit on the ground, fix the support column group a1 and the support column group b5 respectively through the support base 2 in advance, then fix the support column group a1 and the support column group b5 inside the deep pit accordingly, fix the baffle b9 between the support column group a1 and the support column group b5, then push the support base 2 downward to the specified position, and continue to dig down to a suitable height by the excavator, push the positions of the support column group a1 and the support column group b5 and the baffle b9 downward, when the position of the top of the baffle b9 is only a short distance from the ground, insert the baffle a10 between the support column group a1 and the support column group b5 and slide it downward, and continue to dig downward to a suitable position for burying pipes or working by the excavator, and then push the baffle a10 downward to the bottom;

[0028] Through the design of this assembled steel box support system, the number of inserted baffles can be adjusted according to actual practical needs, thereby being able to adapt to deep pit supports of different depths.

[0029] like Figure 1 As shown, the front and rear end outer walls of the support column group a1 and the support column group b5 are fixedly connected with base limit holes 4, and the rear end outer walls of the support column group a1 and the support column group b5 are provided with sliding grooves 6 to cooperate with the base limit holes 4 to limit the up and down movement directions of the baffle a10 and the baffle b9, and the two support bases 2 are threadedly connected with an internal support 3 to increase the spacing between the support column group a1 and the support column group b5, and the right end outer walls of the two baffles a10 and the baffle b9 are provided with hook holes 8 that pass through the left and right.

[0030] The position and direction of baffle a10 and baffle b9 when sliding are limited by the base limit hole 4 and the slide groove 6 to avoid position displacement of baffle a10 and baffle b9 when sliding. When installing baffle a10 and baffle b9, the baffle a10 and baffle b9 can be installed and removed by hooking the hook hole 8 with an external crane.

[0031] like Figure 2 As shown, a rotating bearing 7 is embedded inside the support base 2, and the rotating bearing 7 can rotate freely inside the support base 2. In this way, when the support base 2 is plugged into the support pole group, the rotating bearing 7 can contact the side of the support base 2, thereby reducing the friction between the two, so that the support base 2 can be plugged into the support pole group more smoothly.

[0032] The implementation principle of this embodiment is: when using the support, first dig a suitable deep pit on the ground, fix the support column group a1 and the support column group b5 respectively through the support base 2 in advance, and then fix the support column group a1 and the support column group b5 correspondingly inside the deep pit, fix the baffle b9 between the support column group a1 and the support column group b5, and then push the support base 2 downward to the specified position, and continue to dig down to a suitable height by the excavator, and then push the position of the support column group a1 and the support column group b5 and the position of the baffle b9 downward. When the position of the top of the baffle b9 is only a short distance from the ground, insert the baffle a10 between the support column group a1 and the support column group b5 and slide it downward. At the same time, continue to dig downward by the excavator to a suitable position for burying pipes or working, and then push the baffle a10 downward to the bottom.

[0033] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A slide rail type steel plate box support system, characterized in that: include: A supporting column group a (1) and a supporting column group b (5) installed at the rear side of the supporting column group a (1); The left and right opposite surfaces of the support column group a (1) and the support column group b (5) are both slidably connected to support bases (2); A baffle b (9) is drivingly connected between the support column group a (1) and the support column group b (5) and close to the upper side; A baffle a (10) is disposed between the supporting column group a (1) and the supporting column group b (5) and close to the lower side and the baffle b (9).

2. A slide rail type steel plate box support system according to claim 1, characterized in that: The outer walls at both the front and rear ends of the support column group a (1) and the support column group b (5) are fixedly connected with base limiting holes (4).

3. A slide rail type steel plate box support system according to claim 2, characterized in that: The outer walls at both ends of the rear ends of the support column group a (1) and the support column group b (5) are provided with sliding grooves (6) to cooperate with the base limiting holes (4) to limit the up and down movement directions of the baffle a (10) and the baffle b (9).

4. The slide rail type steel plate box support system according to claim 1, characterized in that: An inner support (3) is threadedly connected between the two support bases (2) to increase the distance between the support column group a (1) and the support column group b (5).

5. The slide rail type steel plate box support system according to claim 1 is characterized in that: The right end outer walls of the two baffles a (10) and baffle b (9) are both provided with hook holes (8) that penetrate from left to right.

6. The slide rail type steel plate box support system according to claim 1, characterized in that: A rotary bearing (7) is embedded inside the support base (2).