Supporting structure of vertical supporting component

The supporting structure addresses the inefficiency of traditional methods by reusing existing piles through a connected system of screws and grooves, enhancing bearing capacity without additional structural components, thereby optimizing construction economics.

CN222206380UActive Publication Date: 2024-12-20NANTONG CONSTR GORUP CO LTD
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Patent Information

Application Number
CN202420852656.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-23
Publication Date
2024-12-20
Estimated Expiration
2034-04-23

AI Technical Summary

Technical Problem

Existing methods to enhance the bearing capacity of basement roofs by increasing concrete beam cross-sections and adding structural columns are uneconomical and cumbersome.

Method used

A supporting structure comprising a supporting pile, connecting beam, and top crown beam, connected via a system of screws, pressure plates, and limiting grooves, which allows for the reuse of existing piles to support temporary trestles without additional structural components.

Benefits of technology

Provides a cost-effective and efficient means to enhance bearing capacity by reusing existing piles, eliminating the need for new columns and additional reinforcement, thus optimizing construction efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of supporting, in particular to a supporting structure of a vertical supporting component, which comprises a supporting pile, a connecting beam and a top beam, the surface of the supporting pile is connected with a connecting block in an abutting way, the surface of the connecting block is elastically connected with a pressing plate, the surface of the connecting block is connected with a first screw rod in a penetrating way, and the first screw rod is connected with a second screw rod in a penetrating way; a screw hole is formed in the surface of the supporting pile, a second screw rod is connected to the surface of the pressing plate in a penetrating mode, an adjusting groove is formed in the surface of the supporting pile, a limiting groove is formed in the inner side of the adjusting groove, and a limiting block is slidably connected to the inner side of the limiting groove. According to the detachable temporary supporting pile, part of the pit-dividing supporting piles are reserved and connected together through the top beams at the tops, the pit-dividing supporting piles can serve as supports of a temporary trestle, vertical bearing is provided, the appropriate supports can be provided for the trestle by fully utilizing the waste supporting piles, the function of the detachable temporary supporting pile is fully played, structural piles or other components do not need to be added, and the construction cost is reduced. The economical efficiency is good.
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Description

Technical Field

[0001] The utility model relates to the technical field of support, in particular to a support structure of a vertical supporting member. Background Art

[0002] In the reverse construction process, the setting of construction roads is the basis for subsequent construction and is the primary consideration. The general practice is to consider using the basement roof as a temporary trestle, but there is a problem here: only the fire lane part of the basement roof can meet the transportation requirements of large vehicles such as earthworks, and the rest of the roof often cannot meet the bearing capacity. In this case, the previous method is to increase the cross-section and reinforcement of concrete beams and even increase structural columns to meet the bearing capacity requirements. This method requires the addition of new columns and piles, and also requires increasing the cross-section and reinforcement of concrete beams, which is uneconomical and troublesome to construct. Utility Model Content

[0003] The purpose of the utility model is to provide a supporting structure for vertical supporting members to solve the problem proposed in the above-mentioned background technology that measures such as increasing the cross-section and reinforcement of concrete beams or even adding structural columns to meet the bearing capacity requirements need to be added. This method requires the addition of new columns and piles, and also requires increasing the cross-section and reinforcement of concrete beams, which is uneconomical and troublesome to construct.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a supporting structure for a vertical supporting member, comprising a supporting pile, a connecting beam and a top crown beam, the surface of the supporting pile is abutted and connected with a connecting block, the surface of the connecting block is elastically connected with a pressure plate, the surface of the connecting block is penetrated and connected with a first screw, the surface of the supporting pile is provided with a screw hole, the surface of the pressure plate is penetrated and connected with a second screw, the surface of the supporting pile is provided with an adjustment groove, the inner side of the adjusting groove is provided with a limiting groove, the inner side of the limiting groove is slidably connected to the limiting block, and the surface of the limiting block is fixedly connected with a screw ring.

[0005] Preferably, the connecting beam acts on the surface of the supporting pile, the top cap beam acts on the inside of the connecting beam, and the connecting beam and the top cap beam are welded.

[0006] Preferably, the pressure plate is elastically connected to the supporting piles through a connecting block, the pressure plate acts on the surface of the supporting piles in a plate shape, and the pressure plate is abutted and connected with the connecting beam.

[0007] Preferably, the bottom surface of the pressing plate is in an arc shape, the first screw rod passes through the connecting block and is connected to the screw hole, and the first screw rod and the screw hole are connected by threads.

[0008] Preferably, the second screw rod passes through the pressure plate and is connected with the screw ring, the second screw rod and the screw ring are connected by threads, and the pressure plate is connected by the second screw rod and the supporting pile.

[0009] Preferably, the adjusting groove is in the shape of a long groove, the screw ring acts on the inner side of the adjusting groove, and the screw ring is slidably connected with the supporting pile through the adjusting groove.

[0010] Preferably, the cross-section of the limiting groove is in a "T" shape, the limiting block is in a "T" shape, the limiting block and the limiting groove are slidably connected, and the limiting blocks are in two groups acting on opposite outer surfaces of the screw ring.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] 1. By retaining some of the pit support piles and connecting them together through the top crown beam, they can be used as the support of the temporary trestle to provide vertical bearing. By making full use of the abandoned support piles, a suitable support can be provided for the trestle, giving full play to the role of the removable temporary support piles, without adding structural piles or other components, and having good economy. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a front view stereoscopic schematic diagram of the structure of the utility model;

[0014] Figure 2 It is a bottom-up stereoscopic schematic diagram of the structure of the utility model;

[0015] Figure 3 It is a partial three-dimensional schematic diagram of the connection structure of the supporting piles and the connecting beams of the utility model;

[0016] Figure 4 It is a three-dimensional exploded schematic diagram of the connection structure of the support pile and the pressure plate of the utility model;

[0017] Figure 5 For this utility model Figure 4 Schematic diagram of the enlarged structure at point A in the middle.

[0018] In the figure: 1. Support pile; 2. Connecting beam; 3. Top crown beam; 4. Connecting block; 5. Pressure plate; 6. First screw rod; 7. Screw hole; 8. Second screw rod; 9. Adjusting groove; 10. Limiting groove; 11. Limiting block; 12. Screw ring. DETAILED DESCRIPTION

[0019] 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.

[0020] See also Figure 1-5, an embodiment provided by the utility model:

[0021] A supporting structure for a vertical supporting member comprises a supporting pile 1, a connecting beam 2 and a top crown beam 3, the surface of the supporting pile 1 is abutted and connected with a connecting block 4, the surface of the connecting block 4 is elastically connected with a pressure plate 5, the surface of the connecting block 4 is penetrated and connected with a first screw rod 6, the surface of the supporting pile 1 is provided with a screw hole 7, the surface of the pressure plate 5 is penetrated and connected with a second screw rod 8, the surface of the supporting pile 1 is provided with an adjusting groove 9, the inner side of the adjusting groove 9 is provided with a limiting groove 10, the inner side of the limiting groove 10 is slidably connected with a limiting block 11, the surface of the limiting block 11 is fixedly connected with a screw ring 12, through the connection between the supporting pile 1 and the connecting block 4, under the connection of the first screw rod 6 and the screw hole 7, the supporting effect of the connecting block 4 at the action position on the supporting pile 1 is achieved.

[0022] Furthermore, the connecting beam 2 acts on the surface of the supporting pile 1, and the top crown beam 3 acts on the inside of the connecting beam 2. The connecting beam 2 and the top crown beam 3 are welded, and through the connection between the connecting beam 2 and the top crown beam 3, under the action of the connecting beam 2, the supporting and protecting effect of the top crown beam 3 is achieved.

[0023] Furthermore, the pressure plate 5 is elastically connected to the supporting pile 1 through the connecting block 4. The pressure plate 5 acts on the surface of the supporting pile 1 in a plate shape. The pressure plate 5 and the connecting beam 2 are abutted and connected. Through the connection between the connecting block 4 and the pressure plate 5, under the action of the pressure plate 5, the abutment and support operation of the connecting beam 2 on the supporting pile 1 is facilitated.

[0024] Furthermore, the bottom surface of the pressure plate 5 is in an arc shape, the first screw 6 passes through the connecting block 4 and the screw hole 7, the first screw 6 and the screw hole 7 are connected by a threaded connection, through the connection between the connecting block 4 and the first screw 6, under the connection between the first screw 6 and the screw hole 7, the connection operation of the connecting block 4 and the supporting pile 1 is realized.

[0025] Furthermore, the second screw 8 passes through the pressure plate 5 and is connected with the screw ring 12, the second screw 8 and the screw ring 12 are connected by threads, the pressure plate 5 is abutted and connected with the supporting pile 1 through the second screw 8, and through the connection between the pressure plate 5 and the second screw 8 and the screw ring 12, the connection and support effect of the pressure plate 5 at the action position on the supporting pile 1 is achieved.

[0026] Furthermore, the adjusting groove 9 is in the shape of a long groove, and the screw ring 12 acts on the inner side of the adjusting groove 9. The screw ring 12 is slidingly connected to the supporting pile 1 through the adjusting groove 9. Through the sliding connection between the adjusting groove 9 and the screw ring 12, under the action of the adjusting groove 9, the position of the screw ring 12 on the supporting pile 1 is changed, thereby improving the connection use range and performance of the pressure plate 5.

[0027] Furthermore, the cross-section of the limit groove 10 is in a "T" shape, the limit block 11 is in a "T" shape, the limit block 11 and the limit groove 10 are slidably connected, and the limit blocks 11 are in two groups acting on the opposite outer surfaces of the screw ring 12. Under the connection between the limit groove 10 and the adjustment groove 9, the sliding connection between the limit block 11 and the limit groove 10 realizes the effect of limiting the sliding angle of the screw ring 12 in the adjustment groove 9.

[0028] Working principle: When the connecting beam 2 and the supporting pile 1 are connected, the connecting beam 2 is placed in the pressure plate 5. Through the elastic connection between the pressure plate 5 and the connecting block 4, it is convenient to change the action angle of the pressure plate 5. When the connecting beam 2 is placed in the pressure plate 5, the second screw 8 is rotated to connect the second screw 8 and the screw ring 12. Under the connection between the screw ring 12 and the limit block 11, through the sliding connection between the limit block 11 and the limit groove 10, the action position of the screw ring 12 in the adjustment groove 9 is changed, thereby increasing the connection use range of the second screw 8 and the screw ring 12. Under the action of the connecting block 4 and the pressure plate 5, the connection operation of the connecting beam 2 and the supporting pile 1 is convenient. Under the action of the connecting beam 2, the supporting and protecting effect of the top crown beam 3 is achieved.

[0029] It is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-restrictive from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims be included in the present invention. Any reference numeral in a claim should not be regarded as limiting the claim to which it relates.

Claims

1. A support structure for a vertical supporting member, comprising a support pile (1), a connecting beam (2) and a top cap beam (3), characterized in that: The surface of the support pile (1) is abutted and connected with a connecting block (4), the surface of the connecting block (4) is elastically connected with a pressing plate (5), the surface of the connecting block (4) is penetrated and connected with a first screw rod (6), the surface of the support pile (1) is provided with a screw hole (7), the surface of the pressing plate (5) is penetrated and connected with a second screw rod (8), the surface of the support pile (1) is provided with an adjustment groove (9), the inner side of the adjustment groove (9) is provided with a limiting groove (10), the inner side of the limiting groove (10) is slidably connected with a limiting block (11), and the surface of the limiting block (11) is fixedly connected with a screw ring (12).

2. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The connecting beam (2) acts on the surface of the supporting pile (1), the top crown beam (3) acts on the inside of the connecting beam (2), and the connecting beam (2) and the top crown beam (3) are welded.

3. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The pressing plate (5) is elastically connected to the supporting pile (1) via a connecting block (4); the pressing plate (5) acts on the surface of the supporting pile (1) in a plate shape; the pressing plate (5) and the connecting beam (2) are abutted and connected.

4. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The bottom surface of the pressing plate (5) is in an arc shape, the first screw rod (6) passes through the connecting block (4) and is connected to the screw hole (7), and the first screw rod (6) and the screw hole (7) are connected by threads.

5. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The second screw rod (8) passes through the pressure plate (5) and is connected to the screw ring (12); the second screw rod (8) and the screw ring (12) are connected via threads; the pressure plate (5) is abutted against the support pile (1) via the second screw rod (8).

6. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The adjusting groove (9) is in the shape of a long groove, the screw ring (12) acts on the inner side of the adjusting groove (9), and the screw ring (12) is slidably connected to the supporting pile (1) through the adjusting groove (9).

7. A supporting structure for a vertical supporting member according to claim 1, characterized in that: The cross section of the limiting groove (10) is in a "T" shape, the limiting block (11) is in a "T" shape, the limiting block (11) and the limiting groove (10) are slidably connected, and the limiting blocks (11) are in two groups acting on opposite outer surfaces of the screw ring (12).