Assembly type steel structure pool side column connecting joint
By combining wall panel edge columns with T-shaped steel columns to form an equivalent I-shaped cross-section composite column, and combining high-strength bolts, rubber gaskets and waterproof coatings, the leakage problem at the connection nodes of prefabricated water plants is solved, the load-bearing capacity and sealing performance are improved, and it is suitable for prefabricated steel structure water tanks.
Patent Information
- Application Number
- CN202520140131.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-21
- Publication Date
- 2026-01-02
- Estimated Expiration
- 2035-01-21
AI Technical Summary
The connection points between the assembled modules and columns of prefabricated water plants are prone to leakage under water pressure and flow impact, especially in deep pools where load-bearing capacity and waterproofing requirements are high, and existing technologies are unable to effectively solve this problem.
The wall panel edge column and T-shaped steel column are combined to form an equivalent I-shaped cross section composite column, which is connected and fixed by high-strength bolts and rubber sealing gaskets. A waterproof coating is added to the water-facing side to improve sealing and load-bearing capacity.
It improves the pressure-bearing capacity and impact resistance of the side column joints of the prefabricated steel structure water tank, reduces the construction difficulty, and significantly enhances the seepage prevention performance, ensuring the stability and sealing of the water tank structure.
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Figure CN223753785U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to sewage treatment pool body technical field, specifically related to an assembly type steel structure pool edge column connecting joint. BACKGROUND
[0002] In recent years, a new trend of high-tech, composite and integrated products has been started in the ecological environmental protection industry in China. The assembly type steel structure pool or the assembly type steel structure pool water treatment facility has rapidly gained wide recognition in the market due to its high flexibility, high modular standardization, high industrialization, short construction period, easy transportation, quick disassembly and reusability.
[0003] The assembly type water plant is a new type of water plant construction mode developed based on the development concept of green and low-carbon development, engineering productization, product modularization and module standardization. The assembly type water plant replaces the traditional steel reinforced concrete site construction mode with the factory prefabrication and on-site assembly construction mode, which reduces the land occupation by 60%, shortens the construction time by 80%, reduces the carbon emission by 70%, and can be 100% recycled.
[0004] However, it is inevitable that the joint position of the assembly type water plant and the column is prone to leakage under the action of water pressure and water flow impact. In addition, due to the large lateral water pressure, the bearing capacity of the connecting joint of the assembly type water plant and the column is required to be high, especially for high and deep pool bodies, the bearing capacity and waterproof requirement will be higher. Therefore, how to provide a pool edge column connecting joint with high bearing capacity, convenient construction and good sealing performance has become a technical problem that needs to be solved in the industry. UTILITY MODEL CONTENTS
[0005] The utility model aims at providing an assembly type steel structure pool edge column connecting joint to solve the technical problems in the background art.
[0006] To achieve the above technical purpose, the utility model adopts the following technical scheme:
[0007] An assembly type steel structure pool edge column connecting joint, comprising a wallboard unit and a T-shaped steel column, the wallboard unit comprises a wallboard surface and a wallboard edge column, the wallboard edge column is arranged along the vertical edge of the wallboard surface, the wallboard edge column and the vertical edge of the wallboard surface are connected and fixed in a welded manner, and the joint of the two is sealed in a continuous welding manner.
[0008] The wall plate edge column adopts an angle steel form, the web plate of which is welded and fixed with the wall plate surface, and the flange thereof extends in the direction of one side of the pool to the wall plate surface, the T-shaped steel column is correspondingly arranged between two wall plate units, the web plate of which extends into the joint of the adjacent two wall plate units, and is connected and fixed with the two wall plate edge columns on the two sides through a sealing connection mode, the flange of which is arranged on the other side of the pool, and the flange thereof is parallel to the wall plate surface of the wall plate unit in the adjacent position, and the T-shaped steel column and the two wall plate edge columns connected on the two sides form an equivalent I-shaped cross-section combined column body.
[0009] Preferably, the T-shaped steel column and the two wall plate edge columns connected on the two sides are connected and fixed through high-strength bolts, and rubber sealing pads are arranged in the joint between the T-shaped steel column and the wall plate edge column in the vertical direction.
[0010] Preferably, the high-strength bolts are arranged on the column body on the backwater side of the wall plate edge column.
[0011] Preferably, the rubber sealing pad is provided with at least one hollow drum or protruding part in the cross-sectional direction.
[0012] Preferably, the flange outer surface of the equivalent I-shaped cross-section combined column body close to the pool is covered by a waterproof coating.
[0013] Preferably, a gap is left between the edge of the rubber sealing pad close to the pool and the flange outer surface of the equivalent I-shaped cross-section combined column body close to the pool, and the gap is also filled and compacted by the waterproof coating.
[0014] Compared with the prior art, the utility model has the advantages that:
[0015] 1. The utility model has the advantages of simple structure and ingenious design, the equivalent I-shaped cross-section combined column body is formed by the wall plate edge column and the T-shaped steel column, the bearing capacity and the impact resistance of the steel structure pool edge column joint are effectively improved under the premise of ensuring the stability of the assembled steel structure pool structure.
[0016] 2. The utility model adopts high-strength bolts and rubber sealing pads to realize the connection and fixation and waterproof sealing of the equivalent I-shaped cross-section combined column body, the assembly construction difficulty is effectively reduced, and the anti-seepage performance of the joint position of the wall plate unit and the T-shaped steel column is greatly improved through the optimization design of the cross-sectional form of the rubber sealing pad, the high-strength bolts are arranged on the backwater side, and the waterproof coating is additionally arranged on the water side.
[0017] 3. The water side flange of the equivalent I-shaped cross-section combined column body formed by the utility model can effectively shield and protect the weld joint between the wall plate surface and the wall plate edge column, the direct impact and scour of the pool water are avoided, and the sealing performance of the assembled steel structure pool is further improved. Attached Figure Description
[0018] The above and / or other aspects and advantages of the present invention will become clearer and more readily understood through the following detailed description taken in conjunction with the accompanying drawings, which are merely illustrative and do not limit the present invention, wherein:
[0019] Figure 1 This is a structural schematic diagram of a prefabricated steel structure water tank side column connection node according to this utility model;
[0020] Figure 2 This is a schematic diagram of the first cross-sectional form of the rubber sealing gasket involved in this utility model;
[0021] Figure 3 This is a schematic diagram of the second cross-sectional form of the rubber sealing gasket involved in this utility model;
[0022] Figure 4 This is a schematic diagram of the third cross-sectional form of the rubber sealing gasket involved in this utility model.
[0023] Reference numerals: 1. Wall panel unit; 101. Wall panel surface; 102. Wall panel edge column; 2. T-shaped steel column; 3. High-strength bolt; 4. Rubber sealing gasket; 5. Waterproof coating. Detailed Implementation
[0024] In the following description, an embodiment of a prefabricated steel structure water tank side column connection node according to the present invention will be described with reference to the accompanying drawings. The embodiments described herein are specific implementations of the present invention, used to illustrate the concept of the present invention, and are illustrative and exemplary, and should not be construed as limiting the implementation or scope of the present invention. In addition to the embodiments described herein, those skilled in the art can employ other obvious technical solutions based on the content disclosed in the claims and specification of this application. These technical solutions include those that make any obvious substitutions and modifications to the embodiments described herein.
[0025] In the description of this utility model, it should be noted that the terms "front," "rear," "left," "right," "top," "bottom," "upper," "lower," "inner," "outer," "horizontal," "vertical," "upright," and "oblique," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0026] The accompanying drawings in this specification are schematic diagrams used to illustrate the concept of this utility model, and schematically show the shapes of the various parts and their interrelationships. Please note that, in order to clearly show the structure of the components of the embodiments of this utility model, the drawings are not drawn to the same scale. The same reference numerals are used to indicate the same parts.
[0027] The principles and features of this utility model are described below with reference to the accompanying drawings. The embodiments described are only for explaining this utility model and are not intended to limit the scope of this utility model. The following description, in conjunction with... Figures 1-4 The preferred embodiments of this utility model will be described in further detail below:
[0028] like Figure 1 As shown, a preferred embodiment of the present invention is a prefabricated steel structure water tank side column connection node, including a wall panel unit 1 and a T-shaped steel column 2. The wall panel unit 1 includes a wall panel surface 101 and a wall panel side column 102. The wall panel side column 102 is arranged along the vertical edge of the wall panel surface 101. The wall panel side column 102 is connected and fixed to the vertical edge of the wall panel surface 101 by welding, and the joint between the two is sealed by continuous welding.
[0029] The wall panel edge column 102 is made of angle steel, with its web welded and fixed to the wall panel surface 101. Its flange extends from the inside of the pool towards the wall panel surface 101. The T-shaped steel column 2 is correspondingly set between two wall panel units 1. Its web extends into the joint between the two adjacent wall panel units 1 and is connected and fixed to the two wall panel edge columns 102 on both sides by a sealed connection. Its flange is set on the outside of the pool and its flange is parallel to the wall panel surface 101 of the adjacent wall panel unit 1. The T-shaped steel column 2 and the two wall panel edge columns 102 connected to its two sides are combined to form an equivalent I-shaped cross-section composite column with reasonable cross-sectional shape, good mechanical properties, and convenient construction.
[0030] The height of the wall panel unit 1 needs to match the height of the pool to be built, that is, in the vertical direction, only one complete wall panel unit 1 is arranged at the same cross-sectional position to avoid the appearance of horizontal joint seams, and the wall panel surface 101 of the wall panel unit 1 preferably adopts a corrugated wall panel to improve the load-bearing capacity of the wall panel unit. The corrugated wall panel can be a sinusoidal wave panel or a trapezoidal wave panel. According to the width of the corrugated wall panel and the height of the pool to be built, the wall panel unit 1 can be arranged in two ways, that is, the wall panel horizontal row (that is, the wave peak and trough line extends horizontally) or the wall panel vertical row (that is, the wave peak and trough line extends vertically) according to the direction of the corrugated wall panel. Of course, the wall panel unit 1 should at least include a wall panel edge column 102 arranged along the vertical edge of the wall panel surface 101 to cooperate with the T-shaped steel column 2 to form an equivalent I-shaped cross-section composite column. At the same time, according to the stress condition of different pools to be built, the wall panel unit 1 can further include a wall panel edge beam arranged along the horizontal edge of the wall panel surface 101 to form a more optimal frame stress structure for the entire wall panel unit 1, thereby improving the overall stress performance of the wall panel unit 1. At this time, since the wall panel edge beam at the horizontal edge position does not have the restriction of combination with the T-shaped steel column 2, its cross-sectional form can be reasonably selected according to stress analysis and material selection convenience angle;
[0031] Similarly, the specific sealing connection form of the joint seam existing in the middle of the equivalent I-shaped cross-section composite column also needs to be reasonably selected according to the construction conditions and construction requirements. For example, in some preferred embodiments, the wall panel edge column 102 and the T-shaped steel column 2 can be fixedly connected by a through-welding seam at the joint seam. According to the stress requirements of different scenes, the welding seam can be arranged on the water side alone, or according to the stress calculation, it can be arranged on both the water side and the backwater side;
[0032] In consideration of the convenience of construction, the need to reduce or even avoid on-site fire operation, in some preferred embodiments, the T-shaped steel column 2 is connected and fixed between the two wall plate edge columns 102 connected on both sides through high-strength bolts 3, wherein the specific model and setting number and setting interval of the high-strength bolts 3 are determined according to the specific stress analysis and calculation of different to-be-built projects, at this time, in order to ensure the waterproof performance of the joint, coordinate the stress deformation of the equivalent I-shaped cross-section composite column body and the sealing for the pool structure, avoid water seepage through the gap, the T-shaped steel column 2 is arranged with rubber sealing pads 4 in the vertical direction along the length of the joint with the wall plate edge column 102, the rubber sealing pads 4 are pressed and fixed by the pre-tightening force of the high-strength bolts 3, on this basis, in order to avoid the position where the high-strength bolts 3 are arranged to become a water seepage channel, the high-strength bolts 3 are arranged on the outside of the weld between the wall plate edge column 102 and the wall plate surface 101, by arranging the high-strength bolts 3 in the backwater position of the equivalent I-shaped cross-section composite column body, the problem of direct contact between the bolt hole gap of the high-strength bolts 3 and the pool water is avoided, while ensuring that the wall plate edge column 102 and the T-shaped steel column 2 are connected into a stable whole, the problem that the bolt position is easy to become a potential seepage channel is fundamentally avoided;
[0033] Similarly, on the basis of bolted assembly, in order to improve the sealing and waterproof effect of the rubber sealing pad 4, in some preferred embodiments, the rubber sealing pad 4 is provided with at least one hollow or protruding part in the transverse direction, wherein the specific cross-sectional form of the rubber sealing pad 4 includes but is not limited to the form as shown in Figures 2-4 The hollow or protruding part of the rubber sealing pad 4 is pressed and fixed by the angle steel wall plate edge column 102 and the T-shaped steel column 2;
[0034] Of course, during actual construction, the combination of bolting and welding can also be used, for example, in some preferred embodiments, on the basis of the above-mentioned bolted assembly, further sealing and reinforcement can be achieved by a through-weld joint at the joint between the wall plate edge column 102 and the T-shaped steel column 2;
[0035] Based on the waterproof reinforcing consideration, on the basis of the bolted assembly, in order to increase more waterproof redundancy, avoid the possible failure of the rubber sealing gasket 4 local water leakage problem, in the waterproof design, further increase the waterproof coating 5 at the joint position of the equivalent I-shaped cross-section composite column on the water side, that is, the flange outer surface of the equivalent I-shaped cross-section composite column near the pool side is covered by the waterproof coating 5 as a waterproof reinforcing layer, of course, in order to improve the waterproof effect of the waterproof coating 5 on the joint of the wall plate edge column 102 and the T-shaped steel column 2, a certain gap is left between the edge of the rubber sealing gasket 4 near the pool side and the flange outer surface of the equivalent I-shaped cross-section composite column near the pool side, and the gap is also filled and compacted by the waterproof coating 5, that is, the edge of the rubber sealing gasket 4 on the water side is designed to be recessed into the joint of the wall plate edge column 102 and the T-shaped steel column 2 by a certain distance, so that the waterproof coating 5 can penetrate into the joint of the wall plate edge column 102 and the T-shaped steel column 2 when spraying, thereby improving the bonding strength and local thickness of the waterproof coating 5 and the equivalent I-shaped cross-section composite column flange, so that the waterproof coating 5 is more difficult to appear the problems of peeling off and local damage.
[0036] The above only describes the preferred embodiments of the present application, and is not intended to limit the present application, and any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application shall be included in the protection scope of the present application.
Claims
1. A prefabricated steel structure pool side column connecting joint, characterized in that: The wallboard unit (1) comprises a wallboard panel (101) and wallboard edge columns (102) which are arranged along the vertical edges of the wallboard panel (101) and are connected and fixed to the vertical edges of the wallboard panel (101) by welding, and the seams between them are sealed by continuous welding. The wallboard edge columns (102) are in the form of angle steels, the webs of which are welded and fixed to the wallboard panel (101), and the flanges thereof extend in the direction of the wallboard panel (101) on one side of the pool, the T-shaped steel column (2) is arranged between two wallboard units (1), the web thereof extends into the seams between the two wallboard units (1), and the flanges thereof are arranged on the other side of the pool and are parallel to the wallboard panel (101) of the wallboard unit (1) at the adjacent position, and the T-shaped steel column (2) and the two wallboard edge columns (102) connected thereto form an equivalent I-shaped cross-section composite column.
2. The prefabricated steel structure pool edge column connecting joint according to claim 1, characterized in that: The T-shaped steel column (2) and the two wallboard edge columns (102) connected thereto are connected and fixed by high-strength bolts (3), and the seams between the T-shaped steel column (2) and the wallboard edge columns (102) are provided with rubber sealing pads (4) arranged along the vertical direction.
3. The prefabricated steel structure pool edge column connection joint according to claim 2, characterized in that: The high-strength bolts (3) are arranged on the column body on the side away from the water of the wallboard edge column (102).
4. The prefabricated steel structure pool edge column connection joint according to claim 2, characterized in that: The rubber sealing pad (4) is provided with at least one hollow or protruding part in the transverse direction.
5. The prefabricated steel structure pool edge column connection joint according to claim 2, characterized in that: The flange outer surface of the equivalent I-shaped cross-section composite column on the side close to the pool is covered by a waterproof coating (5).
6. The prefabricated steel structure pool edge column connection joint according to claim 5, characterized in that: The edge of the rubber sealing pad (4) on the side close to the pool is spaced apart from the flange outer surface of the equivalent I-shaped cross-section composite column on the side close to the pool, and the gap is filled and compacted by the waterproof coating (5).