A high-rise building ground pump conduit frame, shock absorption device and implementation method

Through the design of a complex shock absorption system, including elastic rubber body and steel structure support frame, the vibration and resonance problems caused by the floor pump conduit of high-rise buildings during concrete transportation is solved, and efficient shock absorption effect is achieved.

CN116293095BActive Publication Date: 2025-08-05CHINA MCC17 GRP CO LTD
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Patent Information

Application Number
CN202310219905.7
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-03-09
Publication Date
2025-08-05
Estimated Expiration
2043-03-09

AI Technical Summary

Technical Problem

The existing high-rise building ground pump conduits cause floor slabs to vibrate during concrete transport, causing cracking and displacement problems, and the existing shock absorbing devices are prone to resonance on the horizontal plane.

Method used

A complex shock absorption system with different elastic coefficients is adopted, including elastic rubber body and steel structure support frame, and the waist structure of elastic rubber body and vacuum cavity design is used, and a flexible connecting claw and spring group is combined to form a multi-layer shock absorption structure to avoid resonance.

Benefits of technology

Effectively eliminate the resonance phenomenon of the ground pump conduit frame, ensure the construction quality, avoid direct radial pressure on the pump pipe, and improve the anti-disturbance effect.

✦ Generated by Eureka AI based on patent content.

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Abstract

The present invention discloses a high-rise building ground pump duct support and shock absorption device, which includes a pump pipe. A shock absorption mechanism is installed on the outer side of the pump pipe. The shock absorption mechanism includes an installation body fixedly sleeved on the outer side of the pump pipe. A support body is installed on the floor structure through anchor bolts. The support body and the installation body slide relative to each other, and a shock absorption component is installed between the installation body and the support body. By installing the shock absorption mechanism at the reserved hole of the floor slab, using the installation body, the support body and the shock absorption component therebetween, the installation body and the support body slide relative to each other on the horizontal plane. By using the elastic rubber body of the shock absorption component, since the cross-section of the elastic rubber body is a waist-shaped structure and the outlets of the internal unidirectional through trumpet-shaped opening one and the unidirectional through trumpet-shaped opening two are staggered, the shock absorption and reset effects of the elastic rubber body can be achieved, resonance on the horizontal plane can be avoided, and a buffer liquid with a volume of 1 / 3 to 2 / 3 of the volume can be injected into the vacuum cavity, thereby further eliminating the resonance phenomenon.
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Description

Technical Field

[0001] The technical field involved in the present invention is specifically a ground pump conduit frame body, a shock absorption device and an implementation method for high-rise buildings. Background Technique

[0002] In recent years, with the increasing height of residential floors in China, the concrete placing boom for the construction of high-rise building floors can no longer meet the on-site construction requirements, and a ground pump must be used for concrete transportation. However, when the ground pump transports concrete, it will cause the pump pipe to move up and down, causing the floor frame to vibrate, resulting in problems such as cracking and displacement of the floor slab quality.

[0003] After searching CN108426101A, a shock absorption device that can offset the impact of the pump pipe on the floor slab solves the problem that the floor slab is prone to fatigue damage under the impact of the pump pipe during the concrete pouring of existing walls, beams, slabs and columns. It includes a rectangular vertical steel plate frame passing through the floor slab hole. A horizontal steel plate frame is fixed on the outer side wall of the rectangular vertical steel plate frame. Expansion bolts connecting to the floor slab are penetrated through the horizontal steel plate frame. Vertical connecting plates corresponding to the side walls one by one are arranged inside the rectangular vertical steel plate frame. And a shock absorption spring connecting the two is arranged between each vertical connecting plate and the inner wall of the corresponding rectangular steel plate frame. Rollers are arranged inside the vertical connecting plates. Greatly alleviates the disturbance of the pump pipe to the floor slab in the horizontal and vertical directions when passing through the floor slab, and the shock absorption effect is greatly improved, thus avoiding the problem of fatigue damage of the middle floor slab and ensuring the construction quality of the floor slab concrete. This technology adopts a spring-type shock absorption design structure. The spring-type shock absorption structure can improve the anti-disturbance effect of the pump pipe, but the extrusion degree of the pump pipe during installation is too large, and resonance is prone to occur during shock absorption on the horizontal plane. Summary of the Invention

[0004] The purpose of the present invention is to solve the deficiencies in the prior art, so a ground pump conduit frame body, a shock absorption device and an implementation method for high-rise buildings are proposed. The entire shock absorption device has a complex shock absorption system with different elastic coefficients, which can eliminate resonance and will not directly radially press on the pump pipe.

[0005] In order to achieve the above purpose, the present invention adopts the following technical solutions:

[0006] A ground pump conduit frame body and a shock absorption device for high-rise buildings, including a pump pipe, a shock absorption mechanism is installed outside the pump pipe. The shock absorption mechanism includes an installation body fixedly sleeved outside the pump pipe. A support body is installed on the floor structure through anchor bolts. The support body and the installation body slide relative to each other, and a shock absorption component is installed between the installation body and the support body.

[0007] On the basis of the above embodiments, the following improvements are made. The shock absorption component includes an elastic rubber body with a waist-shaped cross-section and a vacuum cavity inside. A unidirectional through trumpet one and a unidirectional through trumpet two are arranged circumferentially inside the elastic rubber body. The unidirectional through trumpet one and the unidirectional through trumpet two face the same direction and their outlets are located on circles with different diameters.

[0008] On the basis of the above embodiments, the following improvements are made. A connection structure one is integrally connected to the inner peripheral surface of the elastic rubber body, and a connection structure two is integrally connected to the outer peripheral surface of the elastic rubber body. The connection structure one and the connection structure two have the same cross-section.

[0009] On the basis of the above embodiments, the following improvements are made. T-shaped connection grooves are provided on the opposite sides of the installation body and the support body. The connection structure one is a flexible connection claw adapted to the T-shaped connection groove.

[0010] On the basis of the above embodiments, the following improvements are made. A steel structure support frame is installed between the upper and lower floor slabs, and a secondary shock absorption structure is installed on the steel structure support frame.

[0011] On the basis of the above embodiments, the following improvements are made. The secondary shock absorption structure includes a fixing body one installed outside the pump pipe and a fixing body two installed on the steel structure support frame. The fixing body one and the fixing body two are connected by a circumferentially distributed spring group and an energy absorption body. The spring elastic coefficients between the springs in the spring group are different.

[0012] On the basis of the above embodiments, the following improvements are made. The energy absorption body includes a rubber body. The horizontal cross-section of the rubber body is a combination formed by sequentially connecting a plurality of honeycomb structures.

[0013] On the basis of the above embodiments, the following improvements are made. The steel structure support frame includes a horizontal rod, a vertical rod, and an inclined support. There are two groups of horizontal rods arranged up and down, and a support secondary rod is arranged on the horizontal rod at the bottom. The support secondary rod is used to install the secondary shock absorption structure.

[0014] Implementation method of the high-rise building ground pump conduit frame and shock absorption device. The implementation steps are as follows:

[0015] A Installation steps

[0016] A1. Insert the pump pipe through the reserved hole in the floor slab of the leading building.

[0017] A2. Fix and install the support body at the reserved hole through anchor bolts. Install the installation body outside the inserted pump pipe, and connect it through the T-shaped connection grooves corresponding to the connection structure one and the connection structure two respectively. By squeezing the elastic rubber body, the waist-shaped structure becomes narrower. Then, respectively and completely insert the flexible connection claws of the connection structure one and the connection structure two into the T-shaped connection grooves. After releasing the external force of the elastic rubber body, when the waist-shaped structure resets, it will pull the flexible connection claws back to the maximum scale.

[0018] A3. Install a steel support frame between the upper and lower floor panels, install a secondary shock-absorbing structure on the steel support frame, and connect the first and second fixed bodies to the pump pipe and the secondary support rod of the steel support frame respectively;

[0019] A4. Install the energy-absorbing body and spring assembly between the first and second fixed bodies;

[0020] B. Shock reduction steps

[0021] When the pump pipe vibrates, the elastic rubber body, spring group and energy-absorbing body form a complex shock-absorbing system with different elastic coefficients to prevent resonance of the pump pipe.

[0022] Compared with the prior art, the present invention has the following beneficial effects:

[0023] 1. A shock-absorbing mechanism is installed at a reserved hole in the floor panel. The mounting body and the supporting body and the shock-absorbing assembly therebetween are utilized so that the mounting body and the supporting body slide relative to each other on a horizontal plane. The elastic rubber body of the shock-absorbing assembly is utilized. Since the cross-section of the elastic rubber body is a waist-shaped structure, the internal one-way through bell mouth 1 and one-way through bell mouth 2 are staggered in distribution to achieve shock absorption and reset effects of the elastic rubber body, thereby avoiding resonance on a horizontal plane. Furthermore, a buffer solution of 1 / 3 to 2 / 3 of the volume can be injected into the vacuum cavity to further eliminate resonance.

[0024] 2. The flexible connecting claws of the connecting structure 1 and the connecting structure 2 are adapted to the corresponding T-shaped connecting grooves for installation. During installation, the waist-shaped structure is narrowed by external pressure to insert the flexible connecting claws into the T-shaped connecting grooves. When the external pressure is released, the flexible connecting claws are pulled outward by the elastic rubber body, so that the T-shaped connecting grooves and the flexible connecting claws are effectively assembled.

[0025] 3. Install a secondary shock-absorbing structure on the steel structure support frame, and use the energy-absorbing body on the secondary shock-absorbing structure and the springs with different elastic coefficients to form a shock-absorbing system that eliminates the resonance effect, thereby effectively reducing the resonance phenomenon. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0027] Figure 2 for Figure 1 A partial enlarged view of point A in the middle;

[0028] Figure 3 Schematic diagram of the vertical cross-sectional structure of the elastic rubber body of the present invention;

[0029] Figure 4 A schematic diagram of the transverse cross-sectional structure of the elastic rubber body of the present invention;

[0030] Figure 5 A top view of the secondary shock absorbing structure of the present invention.

[0031] In the figure: 10, pump pipe; 11, fixed body 1; 12, fixed body 2; 13, spring group; 14, energy absorbing body; 20, mounting body; 21, T-shaped connecting groove; 30, supporting body; 40, elastic rubber body; 41, one-way through bell mouth 1; 42, one-way through bell mouth 2; 43, connecting structure 1; 44, connecting structure 2; 45, flexible connecting claw; 50, steel structure support frame; 51, horizontal rod; 52, vertical rod; 53, oblique support; 54, supporting secondary rod. DETAILED DESCRIPTION

[0032] The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0033] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as limiting the present invention.

[0034] Example 1: Figures 1 to 4 As shown, a ground pump conduit frame and shock-absorbing device for a high-rise building include a pump pipe 10, a shock-absorbing mechanism is installed on the outside of the pump pipe 10, the shock-absorbing mechanism includes a mounting body 20 fixedly sleeved on the outside of the pump pipe 10, a support body 30 is installed on the floor structure through anchor bolts, the support body 30 and the mounting body 20 slide relative to each other, a shock-absorbing assembly is installed between the mounting body 20 and the support body 30, the shock-absorbing assembly includes an elastic rubber body 40 with a waist-shaped cross-section and a vacuum cavity inside, a one-way through bell mouth 1 41 and a one-way through bell mouth 2 42 distributed in a circumferential direction are provided inside the elastic rubber body 40, the one-way through bell mouth 1 41 and the one-way through bell mouth 2 42 are oriented in the same direction and the outlets are located on circles of different diameters.

[0035] The inner circumference of the elastic rubber body 40 is integrally connected with a connecting structure 1 43, and the outer circumference is integrally connected with a connecting structure 2 44. The cross-sections of the connecting structure 1 43 and the connecting structure 2 44 are the same. T-shaped connecting grooves 21 are provided on the opposite sides of the mounting body 20 and the support body 30. The connecting structure 1 43 is a flexible connecting claw 45 adapted to the T-shaped connecting groove 21.

[0036] Install a shock absorption mechanism through the reserved hole in the floor slab. Utilize the installation body 20, the support body 30, and the shock absorption components between them. The installation body 20 and the support body 30 slide relative to each other on the horizontal plane. By using the elastic rubber body 40 of the shock absorption component, since the cross-section of the elastic rubber body 40 is a waist-shaped structure, and the outlets of the unidirectional through trumpet-shaped opening one 41 and the unidirectional through trumpet-shaped opening two 42 inside are staggered, the shock absorption and reset effects of the elastic rubber body 40 can be achieved, avoiding resonance on the horizontal plane. Also, a buffer liquid with a volume of 1 / 3 to 2 / 3 of the volume can be injected into the vacuum cavity, further eliminating the resonance phenomenon. Through the flexible connection claws 45 of the connection structure one 43 and the connection structure two 44 and the corresponding T-shaped connection grooves 21 being adaptively installed, during installation, the width becomes narrower by pressing the outer waist-shaped structure, and the flexible connection claws 45 enter the T-shaped connection grooves 21. When the external pressing pressure is released, the flexible connection claws 45 will be pulled outward by the elastic rubber body 40, enabling effective assembly with the T-shaped connection grooves 21 and the flexible connection claws 45.

[0037] Based on the above embodiments, the following improvements are made: As Figure 1 , Figure 5 shown, a steel structure support frame 50 is installed between the upper and lower floor slabs, and a secondary shock absorption structure is installed on the steel structure support frame 50. The steel structure support frame 50 includes a horizontal rod 51, a vertical rod 52, and an inclined support 53. There are two groups of horizontal rods 51 arranged up and down, and a support secondary rod 54 is arranged on the horizontal rod 51 at the bottom. The support secondary rod 54 is used to install the secondary shock absorption structure.

[0038] The secondary shock absorption structure includes a fixed body one 11 installed outside the pump pipe 10 and a fixed body two 12 installed on the steel structure support frame 50. The fixed body one 11 and the fixed body two 12 are connected by a circumferentially distributed spring group 13 and an energy absorption body 14. The spring elastic coefficients between the spring groups 13 are different. The energy absorption body 14 includes a rubber body, and the horizontal cross-section of the rubber body is a combination body formed by sequentially connecting a plurality of honeycomb structures.

[0039] Implementation method of the high-rise building ground pump conduit frame and shock absorption device, the implementation steps are as follows:

[0040] A Installation steps

[0041] A1. First, insert the pump pipe 10 through the reserved hole in the floor slab;

[0042] A2. Fix and install the support body 30 through anchor bolts at the reserved hole. Install the installation body 20 outside the pump pipe 10 after penetration, and connect them respectively through the T-shaped connection grooves 21 corresponding to the connection structure one 43 and the connection structure two 44. Make the waist-shaped structure narrower by squeezing the elastic rubber body 40, and completely insert the flexible connection claws 45 of the connection structure one 43 and the connection two into the T-shaped connection grooves 21 respectively. Release the external force of the elastic rubber body 40. After the waist-shaped structure is reset, it will pull the flexible connection claws 45 in the reverse direction to the maximum scale;

[0043] A3. Erect a steel structure support frame 50 between the upper and lower floor slabs. Install a secondary shock absorption structure on the steel structure support frame 50, and connect the fixing body one 11 and the fixing body two 12 to the support secondary rod 54 of the pump pipe 10 and the steel structure support frame 50 respectively;

[0044] A4. Install an energy absorber 14 and a spring group 13 between the fixing body one 11 and the fixing body two 12;

[0045] B Shock absorption steps

[0046] When the pump pipe 10 vibrates, the elastic rubber body 40, the spring group 13 and the energy absorber 14 form a complex shock absorption system with different elastic coefficients to prevent the pump pipe 10 from resonance.

[0047] As mentioned above, it is only the preferred specific implementation mode of the present invention, but the protection scope of the present invention is not limited thereto. The substitution can be the substitution of part of the structure, device, method steps, or a complete technical solution. Any equivalent substitution or change made according to the technical solution and inventive concept of the present invention should be covered within the protection scope of the present invention.

Claims

1. A high-rise building ground pump pipe frame and shock absorption device, characterized in that: The invention comprises a pump pipe (10), a shock absorbing mechanism is installed on the outside of the pump pipe (10), the shock absorbing mechanism comprises a mounting body (20) fixedly sleeved on the outside of the pump pipe (10), a support body (30) is installed on the floor structure via anchor bolts, the support body (30) and the mounting body (20) slide relative to each other, and a shock absorbing assembly is installed between the mounting body (20) and the support body (30); The shock-absorbing component comprises an elastic rubber body (40) having a waist-shaped cross-section and a vacuum cavity therein, wherein a circumferentially distributed one-way through bell mouth 1 (41) and a circumferentially distributed one-way through bell mouth 2 (42) are provided inside the elastic rubber body (40), wherein the one-way through bell mouth 1 (41) and the one-way through bell mouth 2 (42) are oriented in the same direction and the outlets are located on circles of different diameters; The inner circumference of the elastic rubber body (40) is integrally connected to a first connecting structure (43), and the outer circumference is integrally connected to a second connecting structure (44), and the cross-sections of the first connecting structure (43) and the second connecting structure (44) are the same; T-shaped connecting grooves (21) are provided on opposite sides of the mounting body (20) and the supporting body (30), and the first connecting structure (43) is a flexible connecting claw (45) adapted to the T-shaped connecting groove (21).

2. A high-rise building ground pump pipe frame and shock absorption device according to claim 1, characterized in that: A steel structure support frame (50) is installed between the upper and lower floors, and a secondary shock-absorbing structure is installed on the steel structure support frame (50).

3. A high-rise building ground pump pipe frame and shock absorption device according to claim 2, characterized in that: The secondary shock-absorbing structure comprises a fixed body 1 (11) mounted on the outside of the pump pipe (10) and a fixed body 2 (12) mounted on the steel structure support frame (50), wherein the fixed body 1 (11) and the fixed body 2 (12) are connected via a circumferentially distributed spring group (13) and an energy-absorbing body (14), and the spring elastic coefficients of the spring groups (13) are different.

4. A high-rise building ground pump conduit frame and shock absorption device according to claim 3, characterized in that: The energy absorbing body (14) comprises a rubber body, and the horizontal cross section of the rubber body is a combination of a plurality of honeycomb structures connected in sequence.

5. A high-rise building ground pump conduit frame and shock absorption device according to claim 4, characterized in that: The steel structure support frame (50) includes a horizontal rod (51), a vertical rod (52) and an oblique support (53). Two groups of horizontal rods (51) are provided above and below, and a supporting secondary rod (54) is provided on the horizontal rod (51) at the bottom. The supporting secondary rod (54) is used to install a secondary shock absorbing structure.

6. A method for implementing the ground pump conduit frame and shock absorption device for high-rise buildings according to claim 5, characterized in that: The implementation steps are as follows: AInstallation steps A1. Insert the pump pipe (10) through the reserved hole in the floor panel first; A2. Fix the support body (30) in the reserved hole with an anchor bolt, install the installation body (20) on the outside of the inserted pump tube (10), and connect them through the T-shaped connecting grooves (21) corresponding to the connecting structure 1 (43) and the connecting structure 2 (44), respectively. By squeezing the elastic rubber body (40), the waist-shaped structure is narrowed, and the flexible connecting claws (45) of the connecting structure 1 (43) and the connecting structure 2 (44) are completely inserted into the T-shaped connecting grooves (21). Release the external force of the elastic rubber body (40), and after the waist-shaped structure is reset, the flexible connecting claws (45) will be pulled in the opposite direction to the maximum size. A3. A steel structure support frame (50) is erected between the upper and lower floor panels, a secondary shock-absorbing structure is installed on the steel structure support frame (50), and the fixed body 1 (11) and the fixed body 2 (12) are connected to the pump pipe (10) and the supporting secondary rod (54) of the steel structure support frame (50) respectively; A4. Install an energy absorbing body (14) and a spring assembly (13) between the first fixed body (11) and the second fixed body (12); B. Shock reduction steps When the pump tube (10) vibrates, the elastic rubber body (40), the spring group (13), and the energy absorbing body (14) form a complex shock-absorbing system with different elastic coefficients, thereby preventing the pump tube (10) from resonating.

Citation Information

Patent Citations

  • Damping device capable of offsetting floor slab disturbance caused by pump tube impacting

    CN108426101A

  • Damping and reinforcing structure for vertical concrete pump pipe and construction method thereof

    CN113531265A

  • Hollow filling-type rubber gasket

    CN203891899U