Modularized double-tower integrated anti-vibration and anti-wind-load skid-mounted frame system

Abstract

The utility model discloses a modularized double-tower integrated anti-vibration and anti-wind-load skid-mounted frame system, which relates to the field of biogas treatment and comprises a skid-mounted frame and a tower body, the tower body comprises a main tower and an auxiliary tower, and the main tower and the auxiliary tower are arranged in the skid-mounted frame in parallel; the tower body and the frame are perfectly combined, loads in the vertical direction and the horizontal direction can be borne, earthquake force and total bending moment can be effectively reduced, the design of the frame tower allows the frame tower to keep high rigidity under the action of wind loads, meanwhile, centralized control and operation are facilitated, the stability and reliability of equipment are improved, and the service life of the frame tower is prolonged. And the transportation and installation processes are optimized, the construction cost is reduced, the construction time is shortened, and the operation safety of workers is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to the field of marsh gas treatment, concretely to a modularization double -tower integrated type anti -vibration wind load pry installation frame system. BACKGROUND

[0002] In the field of marsh gas treatment, in some complex process, such as pressurized water washing, three-stage PSA adsorption, amine washing and other procedures, multiple towers need to be used to match each other to reach the purification purpose.

[0003] But the split tower, equipment transportation needs multiple batches, thereby increasing transportation cost, secondly, the split tower is welded on site, and the assembly precision is poor, which affects water distribution uniformity. And in order to meet the gas-liquid contact time requirement, the tower height is generally 15-25 meters, and the tower height-diameter ratio is large, so the tower is easily affected by wind load / earthquake load, causing large amplitude at the top of the tower. If the thickness of the tower is increased to reduce the influence of wind load, the equipment investment will be greatly increased. In addition, the number of workbenches of the tower is small, which is not convenient for daily maintenance and maintenance, and the workbenches are generally fixed on one side of the tower, which is not symmetrical installation. Under the external force factor, the tower will also shake greatly. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a modularization double -tower integrated type anti -vibration wind load pry installation frame system, which is used to solve the problems of high transportation cost, poor anti -vibration performance and low installation efficiency of the split equipment in the prior art.

[0005] The utility model adopts the technical scheme as follows: a modularization double -tower integrated type anti -vibration wind load pry installation frame system, including pry installation frame and tower, the tower includes the main tower and vice tower, the main tower and the vice tower are arranged in parallel in the pry installation frame,

[0006] The pry installation frame includes the frame stand column arranged along the vertical direction, the frame stand column is uniformly provided with the frame cross beam from bottom to top between the frame stand column, the X-shaped inclined brace is arranged between the frame stand column, the workbench is laid on the frame cross beam, and the main tower and the vice tower are connected with the workbench.

[0007] Further, the top and bottom of the pry installation frame are provided with annular reinforcing ribs.

[0008] Further, the workbenches are arranged at intervals of 3 meters, guardrails are arranged on the outer side of the workbenches, and the main tower and the vice tower are provided with buffer structures at the connection with the tower.

[0009] Further, the bottom of the vice tower is fixed on the pry installation frame through an ear seat.

[0010] Further, the frame column is internally pre-installed with process pipelines required for tower body installation, and the process pipelines are fixedly connected with the workbench.

[0011] Further, the frame column and the frame cross beam are internally pre-provided with wiring grooves, and the wiring grooves are internally pre-provided with instrument wire pipes.

[0012] Further, the process pipeline connection portions are connected by welding or flange connection.

[0013] In conclusion, due to the adoption of the above technical solutions, the present application has the following beneficial effects:

[0014] The present application realizes perfect combination of the tower body and the frame, can bear vertical and horizontal loads, can effectively reduce seismic force and total bending moment, the frame tower is designed to keep high rigidity under wind load, and is convenient for centralized control and operation, thereby improving stability and reliability of the equipment, optimizing transportation and installation process, and reducing construction cost and time. BRIEF DESCRIPTION OF DRAWINGS

[0015] Fig. 1 is a structural schematic view of the present application;

[0016] Fig. 2 is a left view of the present application;

[0017] Fig. 3 is a structural schematic view of the present application during transportation.

[0018] BRIEF DESCRIPTION OF DRAWINGS

[0019] 1, frame column; 2, frame cross beam; 3, X-shaped inclined brace; 4, main tower; 5, auxiliary tower. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical scheme and advantages of the embodiments of the present application clearer, the technical scheme of the embodiments of the present application will be described clearly and completely below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments. The components of the embodiments of the present application described and shown in the drawings can be arranged and designed in various different configurations.

[0021] Therefore, the following detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the claimed present application, but only represents selected embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative labor fall within the scope of protection of the present application.

[0022] Embodiment 1

[0023] Figs. 1-3 As shown: a modular double-tower integrated anti-vibration and wind load skid-mounted frame system, comprising a skid-mounted frame and a tower body, the tower body comprising a main tower 4 and an auxiliary tower 5, the main tower 4 and the auxiliary tower 5 being arranged in parallel in the skid-mounted frame;

[0024] The skid-mounted frame comprises frame columns 1 arranged in the vertical direction, frame cross beams 2 are uniformly arranged between the frame columns 1 from bottom to top, X-shaped braces 3 are arranged between the frame columns 1, a workbench is arranged above the frame cross beams 2, and the main tower 4 and the auxiliary tower 5 are connected with the workbench;

[0025] The workbench is arranged at an interval of 3 meters, guardrails are arranged outside the workbench, and a buffer structure is arranged at the connection between the main tower 4 and the auxiliary tower 5 and the tower body;

[0026] The skid-mounted frame adopts a multi-layer truss type steel structure frame column structure, H-shaped support columns are used in the longitudinal direction, H-shaped steel support beams are arranged at an interval of every 3 meters in the transverse direction, X-shaped braces 3 are arranged at each layer, and the rigidity of the whole frame is improved. An operation platform is arranged at each layer of cross beam, which facilitates maintenance, filling of fillers, installation of instruments and heat preservation.

[0027] The bottom of the auxiliary tower 5 is fixed to the skid-mounted frame through an ear seat, which saves the construction cost of the skirt seat and facilitates operation and maintenance.

[0028] Embodiment 2

[0029] The difference between this embodiment and embodiment 1 is that process pipelines required for tower body installation are pre-installed inside the frame columns 1, the process pipelines are connected and fixed with the workbench, and vibration during operation and distortion during transportation are avoided.

[0030] Line grooves are pre-set inside the frame columns 1 and the frame cross beams 2, instrument line pipes are pre-set in the line grooves, and wiring of the instrument line pipes is facilitated.

[0031] In order to improve the sealing property and durability of the pipelines, welding or flange connection is adopted at the connection of the process pipelines, and corrosion prevention treatment is performed.

[0032] Embodiment 3

[0033] The difference between this embodiment and embodiment 1 is that annular reinforcing ribs are arranged at the top and the bottom of the skid-mounted frame to resist wind load and seismic load.

[0034] Compared with split transportation, the transportation cost is reduced by 40%, the working hours are reduced by 85% during on-site installation, the welding quality can be fully guaranteed in factory prefabrication, the strength of the tower body is improved, and the amplitude at the top of the tower is reduced by 70%.

[0035] The perfect combination of the tower body and the frame can bear vertical and horizontal loads, effectively reduce the seismic force and total bending moment, the design of the frame tower allows it to maintain high rigidity under the action of wind load, and is convenient for centralized control and operation, which not only improves the stability and reliability of the equipment, but also optimizes the transportation and installation process, and reduces the construction cost and time.

[0036] Obviously, the above embodiments of the utility model are only examples for clearly illustrating the utility model, and are not a limitation on the embodiments of the utility model. For ordinary skilled in the art, various obvious changes, re-adjustment and replacement can be made without departing from the protection scope of the utility model. Here, all the embodiments need not and cannot be exhausted. Any modification, equivalent replacement and improvement within the spirit and principle of the utility model should be included in the protection scope of the utility model claim.

Claims

1. A modular dual-tower integrated anti-vibration wind load skid mounted frame system, characterized by, The pry-mounted frame comprises frame columns (1) arranged in the vertical direction, X-shaped inclined braces (3) arranged between the frame columns (1), and frame cross beams (2) uniformly arranged between the frame columns (1) from bottom to top, and a workbench is arranged above the frame cross beams (2), and the main tower (4) and the auxiliary tower (5) are connected with the workbench. The top and bottom of the pry-mounted frame are provided with annular reinforcing ribs.

2. A modular two-tower integrated anti-vibration wind load skid mounted frame system according to claim 1, characterized in that: The workbenches are arranged at intervals of 3 meters, guardrails are arranged outside the workbenches, and the main tower (4) and the auxiliary tower (5) are provided with buffer structures at the connection positions of the towers.

3. The modular dual tower integrated anti-vibration wind load pick-and-place frame system of claim 1, wherein: The bottom of the auxiliary tower (5) is fixed to the pry-mounted frame through an ear seat.

4. A modular two-tower integrated anti-vibration wind load skid mounted frame system as claimed in claim 3, wherein: Process pipelines required for tower body installation are preinstalled on the inner sides of the frame columns (1), and the process pipelines are fixedly connected with the workbench.

5. A modular dual tower integrated anti-vibration wind load skid mounted frame system as claimed in claim 4, wherein: Line grooves are pre-set on the inner sides of the frame columns (1) and the frame cross beams (2), and instrument line pipes are pre-set in the line grooves.

6. A modular two-tower integrated anti-vibration wind load skid mounted frame system as claimed in claim 5, wherein: Welding or flange connection is adopted at the connection positions of the process pipelines.

7. A modular dual tower integrated anti-vibration wind load skid mounted frame system as claimed in claim 5, wherein: ​

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