Novel steel gate storage tank structure
By adopting a semi-enclosed steel gate storage tank, and using concrete guide grooves and sealed rubber protective plates, the existing gate storage tank devices are solved, and the construction difficulty and cost are reduced and the safety of gate placement is achieved. Sex and convenience.
Patent Information
- Application Number
- CN202421081179.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-17
- Publication Date
- 2025-01-10
- Estimated Expiration
- 2034-05-17
AI Technical Summary
The existing gate storage tank device needs to be matched with the gate lateral slider to place the gate downwards in the storage tank. The overall structure is complex and the strength is low, and the construction difficulty and cost are high.
The steel gate storage tank with a semi-enclosed structure is adopted, and the concrete structure guide groove and sealed rubber protective plate are used to eliminate the guide rails and support channel steel. The bottom support and guide groove are used to adopt a concrete structure, and the embedded steel plates and anchor bars are added to improve strength.
The structure is simplified, the construction difficulty and cost are reduced, the safety and operation convenience of gate placement are improved, and the overall strength of the storage tank is enhanced.
Smart Images
Figure CN222332632U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of water conservancy engineering equipment, and specifically relates to a novel steel gate storage tank structure. Background Art
[0002] The gate storage tank is a device for storing gates. The current gate storage tank is usually a whole, including guide rails, connecting anchor bars, and bottom support channel steel. The guide rails are arranged on both sides of the guide groove in the form of "L"-shaped angle irons. By connecting anchor bars, the guide rails are connected to the primary civil engineering embedded plates reserved on both sides to fix the position of the guide rails. The gate relies on the lateral groove sliders of the gate body and the "L"-shaped guide rails to slide the gate down and place it in the storage tank. In order to prevent the bottom rubber from being worn due to long-term placement of the gate, the bottom support channel steel is set to support the gate as a whole; the embedded anchor bars reinforce the strength of the storage tank. Since there is no civil engineering concrete wall support before and after the gate, it can only rely on the left and right "L"-shaped guide rails and the lateral sliders on both sides of the gate body. When the gate falls, it must be vertical and the sliders on both sides must accurately cooperate with the "L"-shaped guide rails to place the gate in the storage tank. However, during the falling process, the gate may tilt forward and backward. In this way, the tilting force of the gate will squeeze and deform the "L"-shaped angle iron, causing the gate to fail to slide smoothly into the storage tank. In addition, in order to better fix the bottom supporting channel steel, a pit is usually reserved on the primary civil engineering, and an lap plate is pre-embedded at the bottom of the pit. Reinforced anchor bars are used to fix the bottom channel steel and the reserved primary civil engineering pre-embedded plate for lap connection. The construction cost is relatively high. The above-mentioned gate storage tank device needs to cooperate with the gate lateral slider to place the gate downward in the storage tank. The overall structure is complex and has low strength, and the construction difficulty and construction cost are high. Utility Model Content
[0003] The utility model aims to provide a novel steel gate storage tank structure to solve the problems that the existing gate storage tank device needs to cooperate with the gate lateral slider to place the gate downward in the storage tank, the overall structure is complex and the strength is low, and the construction difficulty and construction cost are high.
[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is as follows:
[0005] A new type of steel gate storage tank structure includes a storage tank body, and a plurality of groups of concrete structure guide grooves are arranged on two side surfaces of the storage tank body. The concrete structure guide grooves are structures that semi-surround the gate, and a concrete support platform is arranged on the bottom surface of the storage tank body.
[0006] Furthermore, sealing rubber protection plates are provided on both side walls of each of the concrete structure guide grooves.
[0007] Furthermore, a plurality of reinforcing anchor bars are welded from top to bottom on the back side of each sealing rubber protection plate.
[0008] Compared with the prior art, the beneficial technical effects of the utility model are as follows:
[0009] The new storage tank structure provided by the utility model makes the gate storage tank into a pit for each gate, adopts a semi-enclosed structure, and has support surfaces in the front, back, left and right. Compared with the previous structure, this structure is safer. No guide rails are needed for positioning, and the gate is easier to operate when placed downward. The guide rails and support channel steel components of the original structure are eliminated, and the bottom support and guide groove are both made of concrete structure, which is simpler to manufacture. An embedded steel plate is set in the direction of the vertical water-stop rubber surface of the guide groove to prevent the vertical sealing rubber from being worn when the gate is placed in the guide groove. The back of the steel plate is provided with embedded anchor bars at appropriate intervals according to the length of the guide groove to increase the strength of the force-bearing surface. BRIEF DESCRIPTION OF THE DRAWINGS
[0010] Figure 1 It is the front view of the storage tank of the utility model.
[0011] Figure 2 It is a top view of the storage tank of the utility model.
[0012] Figure 3 It is a schematic diagram of the cooperation between the gate storage tank and the gate body in the utility model.
[0013] Figure 4 Schematic diagram for improving the coordination between the front gate storage tank and the gate body.
[0014] Figure markings, 1-storage tank body, 2-concrete structure guide groove, 3-concrete support platform, 4-sealing rubber protection plate, 5-reinforced anchor bar, 6-vertical water-stop rubber, 7-steel gate, 8-lateral groove slider, 9-guide rail. DETAILED DESCRIPTION
[0015] The present invention will be further described in detail below through the accompanying drawings and embodiments so that those skilled in the art can more accurately understand and reproduce the solution of the present invention.
[0016] like Figure 1 and Figure 2 As shown, the utility model provides a novel steel gate storage tank structure, including: a storage tank body 1, a plurality of groups of concrete structure guide grooves 2 are relatively arranged on the two side surfaces inside the storage tank body 1, the concrete structure guide grooves 2 are a structure that semi-surrounds the gate, and a concrete support platform 3 is arranged on the bottom surface of the storage tank body 1.
[0017] Example:
[0018] like Figure 3As shown, in this embodiment, sealing rubber protection plates 4 are provided on both side walls of each concrete structure guide groove 2, and a plurality of reinforcing anchor bars 5 are welded on the back side of each sealing rubber protection plate 4 from top to bottom.
[0019] In this embodiment, the concrete structure guide groove 2 in the gate storage tank body 1 is set in two groups, and each storage tank can hold two steel gates. During implementation, the width and height of the concrete structure guide groove 2 are determined according to the size of the steel gate.
[0020] The height of the concrete support platform 3 is 50 mm, and its function is to protect the water-stop rubber at the bottom of the steel gate.
[0021] The sealing rubber protection plate 4 is welded to the reinforcing anchor bar 5 and then embedded in the concrete structure guide groove 2. Its function is to protect the vertical water-stop rubber 6 on both sides of the steel gate.
[0022] The gate tank and Figure 4 Compared with the storage tank shown in the figure, the structure is simplified while ensuring its function remains unchanged, making the construction difficulty relatively lower. The material is also greatly saved, reducing the material cost and construction cost, achieving the purpose of reducing cost and increasing efficiency.
[0023] The contents not described in detail in the above specification belong to the prior art known to those skilled in the art. Although the embodiments of the utility model have been shown and described, it is understandable to those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the utility model. The scope of the utility model is defined by the attached claims and their equivalents.
Claims
1. A new type of steel gate storage tank structure, characterized by: The invention comprises a storage tank body (1), wherein two side surfaces of the storage tank body (1) are provided with a plurality of groups of concrete structure guide grooves (2) opposite to each other, the concrete structure guide grooves (2) are structures that semi-enclose the gate, and a concrete support platform (3) is provided on the bottom surface of the storage tank body (1).
2. The new steel gate storage tank structure according to claim 1 is characterized by: Sealing rubber protection plates (4) are provided on both side wall directions of each of the concrete structure guide grooves (2).
3. The new steel gate storage tank structure according to claim 2 is characterized by: A plurality of reinforcing anchor bars (5) are welded from top to bottom on the back side of each sealing rubber protection plate (4).