Formwork supporting and reinforcing structure of tower box and tower column of circular water tower
By installing a template support and reinforcement structure with transverse support rectangular tubes, externally encircling flat iron, and internally surrounding flat iron between the water tower column and the tower box, the problems of integral casting of the tower column and tower box and the appearance quality of the water tower were solved, achieving the appearance effect of fair-faced wood grain concrete and the convenience of construction.
Patent Information
- Application Number
- CN202520086582.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-14
- Publication Date
- 2025-12-23
- Estimated Expiration
- 2035-01-14
AI Technical Summary
Existing templates are insufficient to simultaneously achieve integrated casting of the tower column and tower box, as well as to ensure the finished wood grain surface and casting quality of the water tower's outer surface.
The template support and reinforcement structure adopts wood grain board combined with template. By setting transverse support rectangular tubes between the outer template of the tower column and the inner template of the tower box, and setting external circumferential flat iron and internal circumferential flat iron on the outside of the outer template of the tower box, combined with tie rod connection, a stable template system is formed to prevent the template from being bulged by lateral pressure.
It achieves the appearance and molding effect of fair-faced wood grain concrete, ensures the molding quality of water towers with special shapes, and is easy to operate, low in cost, and easy to construct.
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Figure CN223707114U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, and particularly relates to a formwork support reinforcing structure of a circular water tower tower box tower column. BACKGROUND
[0002] For a continuous arc-shaped integral roof of a house, the roof beam slab is integrally poured, the beam column and the inner side of the arc-shaped roof panel are both special building structures with a clear water wood grain design, in order to realize the water storage and water supply functions of the building, the design and construction of a water tower are required, the water tower body is divided into a tower column and a tower box, and the structure is as shown in Figure 1 In order to realize the integral forming of the tower column and the tower box, the tower column and the tower box need to be supported and poured at the same time, and the vertical formwork of the tower box and the tower column will be subjected to lateral pressure when pouring concrete, which is easy to cause the formwork to expand, thereby affecting the appearance forming effect of the water tower. Therefore, when pouring the water tower, it is required to realize the integral pouring and forming of the tower column and the tower box, and to ensure the wood grain finished surface of the outer surface of the water tower and the pouring quality of the water tower.
[0003] In view of this, the present application is proposed. UTILITY MODEL CONTENTS
[0004] The technical problem to be solved by the utility model is that the existing formwork cannot simultaneously realize the integral pouring and forming of the tower column and the tower box, and cannot ensure the wood grain finished surface of the outer surface of the water tower and the pouring quality of the water tower, and the utility model provides a formwork support reinforcing structure of a circular water tower tower box tower column, which realizes the appearance forming effect of clear water wood grain concrete by using a wood grain plate combined with a formwork, ensures the forming quality of a special-shaped water tower, is simple and easy to operate, convenient to construct, low in cost, and highly feasible.
[0005] The utility model is implemented by the following technical scheme:
[0006] A formwork support reinforcing structure of a circular water tower tower box tower column, comprising a tower column inner formwork and a tower column outer formwork coaxially arranged, and an annular tower column cavity for pouring tower column concrete is formed between the tower column inner formwork and the tower column outer formwork.
[0007] The outer upper end of the tower column outer formwork is further coaxially provided with a tower box inner formwork and a tower box outer formwork in sequence, and an annular tower box cavity for pouring tower box concrete is formed between the tower box inner formwork and the tower box outer formwork.
[0008] A plurality of radially arranged horizontal support square tubes are connected between the tower column outer formwork and the tower box inner formwork along the circumferential direction.
[0009] The formwork support reinforcing structure of the utility model realizes the appearance forming effect of clear water wood grain concrete by using a wood grain plate combined with a formwork, ensures the forming quality of a special-shaped water tower, is simple and easy to operate, convenient to construct, low in cost, and highly feasible.
[0010] The utility model discloses a transverse support square tube is arranged between the tower column outer formwork and the tower box inner formwork to reinforce the formwork between the tower box and the tower column, avoid the expansion of vertical formwork when pouring to resist the lateral pressure, and guarantee the high-quality forming of the appearance shape of the water tower.
[0011] In a specific embodiment, the inner wall surface of the tower column outer formwork and the inner wall surface of the tower box outer formwork are covered and installed with staggered distribution wood grain plates.
[0012] In a specific embodiment, the outer wall of the tower box outer formwork is provided with an external embracing flat iron along the circumferential direction.
[0013] The utility model discloses an external embracing flat iron is arranged, and the external reinforcement of the tower box outer formwork can further resist the lateral pressure generated when pouring concrete.
[0014] In a specific embodiment, the external embracing flat iron and the tower box outer formwork are connected by welding.
[0015] In a specific embodiment, the outer wall surface of the tower column outer formwork and the inner wall surface of the tower box inner formwork are both provided with an internal embracing flat iron along the circumferential direction, and the two ends of the support square tube are installed on the internal embracing flat iron.
[0016] The utility model discloses an internal embracing flat iron is arranged between the square tube and the formwork to disperse the concentrated force received by the formwork, and prevent the formwork at the joint of the support square tube and the formwork from being damaged by punching.
[0017] In a specific embodiment, the tower column inner formwork and the tower column outer formwork, and the tower box inner formwork and the tower box outer formwork are all connected and fixed by the opposite pulling screw rod to resist the lateral pressure generated when pouring concrete, improve the stability of the formwork, and guarantee the forming quality.
[0018] In a specific embodiment, the opposite pulling screw rod is in a three-section structure, and the opposite pulling screw rod includes a screw rod, two sectional cones are sleeved on the screw rod, and a threaded gable-shaped clamp is sleeved on the outside of the sectional cone.
[0019] In a specific embodiment, the gap between adjacent wood grain plates is filled with latex, which can prevent the color difference caused by the leakage of concrete from the joint during pouring and local water loss, thereby avoiding the color difference between the wood grain and the concrete.
[0020] In a specific embodiment, the inner wall of the tower column inner formwork is provided with an internal support square tube arranged in the radial direction.
[0021] In a specific embodiment, the tower box inner formwork is spliced by four circular arc plates, and the tower box outer formwork is spliced by two circular arc plates, which is more convenient for the installation of the formwork.
[0022] Compared with the prior art, the utility model has the following advantages and beneficial effects:
[0023] 1. The template support reinforcing structure of the circular water tower tower box tower column, which is simple in operation, convenient to construct, low in cost and higher in feasibility, realizes the appearance forming effect of the fair-faced wood grain concrete by adopting the wood grain plate in combination with the template, and ensures the forming quality of the special-shaped water tower.
[0024] 2. The template support reinforcing structure of the circular water tower tower box tower column, which is simple in operation, convenient to construct, low in cost and higher in feasibility, realizes the appearance forming effect of the fair-faced wood grain concrete by adopting the wood grain plate in combination with the template, and ensures the forming quality of the special-shaped water tower.
[0025] 3. The template support reinforcing structure of the circular water tower tower box tower column, which is simple in operation, convenient to construct, low in cost and higher in feasibility, realizes the appearance forming effect of the fair-faced wood grain concrete by adopting the wood grain plate in combination with the template, and ensures the forming quality of the special-shaped water tower.
[0026] 4. The template support reinforcing structure of the circular water tower tower box tower column, which is simple in operation, convenient to construct, low in cost and higher in feasibility, realizes the appearance forming effect of the fair-faced wood grain concrete by adopting the wood grain plate in combination with the template, and ensures the forming quality of the special-shaped water tower. BRIEF DESCRIPTION OF DRAWINGS
[0027] In order to more clearly illustrate the technical scheme in the example embodiments of the utility model, the following will briefly introduce the drawings needed to be used in the embodiments, and it should be understood that the following drawings only show some embodiments of the utility model, and therefore should not be regarded as a limitation to the scope, and for those skilled in the art, other related drawings can also be obtained without creative labor on the basis of the drawings.
[0028] Figure 1 The water tower structure diagram provided by the utility model embodiment;
[0029] Figure 2 The template support reinforcing structure schematic view provided by the utility model embodiment;
[0030] Figure 3 The template support reinforcing structure schematic view provided by the utility model embodiment;
[0031] Figure 4 The tensioning rod structure schematic view provided by the utility model embodiment.
[0032] Markings in the drawings and corresponding names of parts:
[0033] 1 - inner tower form, 2 - outer tower form, 3 - inner tank form, 4 - outer tank form, 5 - transverse support square tube, 6 - outer encircling flat iron, 7 - inner encircling flat iron, 8 - pair of pull wires, 81 - wire, 82 - segmented pyramid, 83 - gable clamp, 9 - inner support square tube. DETAILED DESCRIPTION
[0034] In order to make the objectives, technical solutions and advantages of the present application clearer, the present application will be further described in detail below with reference to the embodiments and drawings, and the illustrative embodiments of the present application and the description thereof are only used to explain the present application and not to limit the present application.
[0035] In the following description, a large number of specific details are set forth in order to provide a thorough understanding of the present application. However, it will be apparent to one ordinarily skilled in the art that the present application can be practiced without these specific details. In other instances, well-known structures have not been described in detail in order to avoid obscuring the present application.
[0036] In the description throughout the specification, the mention of "one embodiment", "an embodiment", "one example" or "an example" means that a particular feature, structure or characteristic described in connection with the embodiment or example is included in at least one embodiment of the present application. Therefore, the phrases "one embodiment", "an embodiment", "one example" or "an example" appearing in various places throughout the specification are not necessarily all referring to the same embodiment or example. In addition, specific features, structures or characteristics can be combined in any suitable combination and / or sub-combination in one or more embodiments or examples. In addition, those of ordinary skill in the art should understand that the drawings provided herein are for illustrative purposes only and are not necessarily drawn to scale. The term "and / or" as used herein includes any and all combinations of one or more of the associated listed items.
[0037] In the description of the present application, the terms "front", "back", "left", "right", "up", "down", "vertical", "horizontal", "high", "low", "inner", "outer" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the scope of protection of the present application.
[0038] EMBODIMENT
[0039] As Figures 2-4The utility model discloses a kind of formwork support reinforcing structures of circular water tower tower box tower column, including coaxially arranged tower column inner formwork 1 and tower column outer formwork 2, annular tower column cavity for pouring tower column concrete is formed between tower column inner formwork 1 and tower column outer formwork 2;
[0040] The outer upper end of the tower column outer formwork 2 is further coaxially provided with a tower box inner formwork 3 and a tower box outer formwork 4 in sequence, and an annular tower box cavity for pouring tower box concrete is formed between the tower box inner formwork 3 and the tower box outer formwork 4.
[0041] A plurality of radially arranged horizontal support rectangular tubes 5 are connected between the tower column outer formwork 2 and the tower box inner formwork 3 along the circumferential direction.
[0042] The formwork support reinforcing structure of the utility model realizes the appearance forming effect of fair-faced textured concrete by using wood grain plates combined with formworks, ensures the forming quality of special-shaped water towers, is easy to operate and convenient for construction, has low cost, and is more feasible.
[0043] The utility model sets up horizontal support rectangular tubes between the tower column outer formwork and the tower box inner formwork, thereby reinforcing the formworks between the tower box and the tower column, avoids the vertical formwork from being expanded due to lateral pressure during pouring, and ensures the high-quality forming of the appearance shape of the water tower.
[0044] In a specific embodiment, the inner wall surface of the tower column outer formwork 2 and the inner wall surface of the tower box outer formwork 4 are covered and mounted with staggered wood grain plates.
[0045] In a specific embodiment, the outer wall of the tower box outer formwork 4 is provided with an external embracing flat iron 6 along the circumferential direction.
[0046] The utility model sets up an external embracing flat iron, reinforces the outside of the tower box outer formwork, and can further resist the lateral pressure generated during concrete pouring.
[0047] In a specific embodiment, the external embracing flat iron 6 and the tower box outer formwork 4 are connected by welding.
[0048] In a specific embodiment, the outer wall surface of the tower column outer formwork 2 and the inner wall surface of the tower box inner formwork 3 are each provided with an internal embracing flat iron 7 along the circumferential direction, and the two ends of the support rectangular tube 5 are mounted on the internal embracing flat iron 7.
[0049] The utility model sets up an internal embracing flat iron between the rectangular tube and the formwork to disperse the concentrated force received by the formwork, and prevents the formwork at the joint of the support rectangular tube and the formwork from being damaged by punching.
[0050] In a specific embodiment, the inner formwork 1 and the outer formwork 2 of the tower column, and the inner formwork 3 and the outer formwork 4 of the tower box are connected and fixed by the pair of pull wires 8 to resist the lateral pressure generated during the concrete pouring, improve the stability of the formwork, and ensure the forming quality.
[0051] In a specific embodiment, the pair of pull wires 8 is in a three-section structure, and the pair of pull wires 8 comprises a lead screw 81, two segmented cones 82 are sleeved on the lead screw 81, and a threaded chevron clamp 83 is sleeved on the outside of the segmented cones 82.
[0052] In a specific embodiment, the gaps between the adjacent wood grain plates are filled with latex, which can prevent the color difference caused by the partial water loss due to the concrete leakage from the joints during the concrete pouring, thereby avoiding the color difference between the wood grain and the concrete.
[0053] In a specific embodiment, the inner wall of the inner formwork 1 of the tower column is provided with an internally supported square tube 9 arranged radially
[0054] In a specific embodiment, the inner formwork 3 of the tower box is spliced by four circular arc plates, and the outer formwork 4 of the tower box is spliced by two circular arc plates, which is more convenient for the installation of the formwork.
[0055] The above specific embodiments further illustrate the purpose, technical scheme and beneficial effects of the present application. It should be understood that the above description is only a specific embodiment of the present application and is not used to limit the protection scope of the present application. Any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application shall be included in the protection scope of the present application.
Claims
1. A formwork support reinforcement structure for a circular water tower tank column, characterized by, The tower column inner formwork (1) and the tower column outer formwork (2) are coaxially arranged, and an annular tower column cavity for pouring tower column concrete is formed between the tower column inner formwork (1) and the tower column outer formwork (2); The outer upper end of the tower column outer formwork (2) is further coaxially provided with a tower box inner formwork (3) and a tower box outer formwork (4) in sequence, and an annular tower box cavity for pouring tower box concrete is formed between the tower box inner formwork (3) and the tower box outer formwork (4); A plurality of radially arranged horizontal support square pipes (5) are connected between the tower column outer formwork (2) and the tower box inner formwork (3) along the circumferential direction.
2. A formwork support reinforcement structure for a circular water tower tank column according to claim 1, wherein Interlaced wood grain plates are installed on the inner wall surfaces of the tower column outer formwork (2) and the tower box outer formwork (4).
3. A formwork support reinforcement structure for a circular water tower tank column according to claim 1, wherein An outer embracing flat iron (6) is wrapped along the circumferential direction on the outer wall of the tower box outer formwork (4).
4. A formwork support reinforcement structure for a circular water tower tank column according to claim 3, wherein The outer embracing flat iron (6) and the tower box outer formwork (4) are connected by welding.
5. A formwork support reinforcement structure for a circular water tower tank according to claim 1, wherein An inner embracing flat iron (7) is arranged on the outer wall surface of the tower column outer formwork (2) and the inner wall surface of the tower box inner formwork (3) along the circumferential direction, and both ends of the support square pipe (5) are mounted on the inner embracing flat iron (7).
6. A formwork support reinforcement structure for a circular water tower tank according to claim 1, wherein The tower column inner formwork (1) and the tower column outer formwork (2), and the tower box inner formwork (3) and the tower box outer formwork (4) are connected and fixed by a pair of pull wires (8).
7. A formwork support reinforcement structure for a circular water tower tank column according to claim 6, wherein The pair of pull wires (8) is in a three-section structure, and the pair of pull wires (8) comprises a lead screw (81), two segmented cones (82) are sleeved on the lead screw (81), and a threaded mountain-shaped clamp (83) is sleeved on the outer side of the segmented cone (82).
8. A formwork support reinforcement structure for a circular water tower tank according to claim 2, wherein The gap between adjacent wood grain plates is filled with latex.
9. A formwork support reinforcement structure for a circular water tower tank column according to claim 3, wherein The inner wall of the tower column inner formwork (1) is provided with radially arranged internal support square pipes (9).
10. A formwork support reinforcement structure for a circular water tower tank according to claim 3, wherein The tower box inner formwork (3) is spliced by four circular arc plates, and the tower box outer formwork (4) is spliced by two circular arc plates.