Novel fan foundation combined steel formwork

By changing the steel formwork in the construction of wind power foundation from single block splicing to quarter-circular splicing, and setting up docking feet, connection mechanism and support mechanism, the problem of low deformation and splicing efficiency of formwork is solved, and efficient construction and cost reduction are achieved.

CN222541522UActive Publication Date: 2025-02-28CSSC WIND POWER ENG TECH (TIANJIN) CO LTD
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Patent Information

Application Number
CN202420506970.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-15
Publication Date
2025-02-28
Estimated Expiration
2034-03-15

AI Technical Summary

Technical Problem

In the construction of wind power foundations, single-piece spliced ​​steel formwork is deformed due to disassembly and assembly and concrete impact, resulting in difficulty in subsequent splicing, increasing costs, and low splicing efficiency.

Method used

A new type of fan base combined steel formwork is adopted. By changing the formwork from a single piece to a bottom quarter circle, and setting up docking feet, connecting mechanism and support mechanism between the formwork, the overall connection and flexible adjustment of the formwork are achieved.

Benefits of technology

The number of splicing and workload is reduced, construction efficiency is improved, formwork deformation and construction costs are reduced, and rapid support is achieved by adjusting the pillars, which is easy to transport.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a novel combined steel formwork for a fan foundation, and relates to the field of fan foundation construction. Comprising a first template and a second template, butt joint supporting feet are fixedly installed at the two ends of the first template and the two ends of the second template, installation screw holes are formed in the butt joint supporting feet, butt joint holes are formed in the first template, a connecting mechanism is arranged on the second template, and a positioning base is fixedly installed on the second template. A positioning through hole is formed in the edge of the positioning base, a positioning column is fixedly installed in the middle of the positioning base, a limiting pressing piece is arranged on the positioning column, a limiting nut is installed on the positioning column, and supporting mechanisms are arranged on the side wall of the first template and the side wall of the second template. According to the formwork, original single-block splicing is changed into bottom quarter circle splicing, the splicing number and workload are reduced, the construction efficiency is improved, meanwhile, the adjusting supporting columns can be inserted into the ground after stretching out, and therefore the periphery of the formwork body can be rapidly supported.
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Description

Technical Field

[0001] The utility model relates to the field of fan foundation construction, in particular to a novel fan foundation combined steel template. Background Art

[0002] During the construction of wind power generation foundation, steel formwork is required for support due to the large diameter of the bottom of the foundation and the large volume of concrete. Generally, the circumferential steel formwork is composed of single pieces spliced ​​together and reused. However, due to disassembly and assembly and multiple impacts of concrete, the formwork is deformed, making subsequent splicing difficult and increasing costs. In addition, the efficiency of single-piece splicing is low. Therefore, a new type of combined steel formwork for wind turbine foundation is proposed. Utility Model Content

[0003] The main purpose of the utility model is to provide a novel fan foundation combined steel formwork, which can effectively solve the problems mentioned in the background technology.

[0004] In order to achieve the above purpose, the technical solution adopted by the utility model is:

[0005] A novel wind turbine foundation combined steel formwork comprises a first formwork and a second formwork, both ends of the first formwork and the second formwork are fixedly installed with docking feet, the docking feet are provided with mounting screw holes, the first formwork is provided with a docking hole, the second formwork is provided with a connecting mechanism, the connecting mechanism comprises a positioning base, a positioning through hole, a positioning column, a limiting pressure sheet and a limiting nut, the positioning base is fixedly installed on the second formwork, a positioning through hole is provided at the edge of the positioning base, a positioning column is fixedly installed at the middle position of the positioning base, a limiting pressure sheet is provided on the positioning column, and a limiting nut is installed on the positioning column, and a supporting mechanism is provided on the side walls of the first formwork and the second formwork, the supporting mechanism comprises a hinge, a positioning pillar, a movable groove, an adjusting nut, a protrusion and an adjusting pillar, the hinge is installed on the side walls of the first formwork and the second formwork, a positioning pillar is fixedly installed on the hinge, a movable groove is provided on the positioning pillar, an adjusting pillar is movably installed in the positioning pillar, a protrusion is fixedly installed on the adjusting pillar, and an adjusting nut is provided on the positioning pillar.

[0006] Furthermore, a screw is provided in the positioning through hole, and the positioning base is fixed to the surface of the second template by the screw.

[0007] Furthermore, the positioning column is fixed on the second template via a positioning base, a through hole is provided in the middle of the limiting pressing plate, and the limiting pressing plate is connected to the positioning column via the through hole.

[0008] Furthermore, the positioning pillar is provided with threads, and the adjusting nut is connected to the positioning pillar via threads.

[0009] Furthermore, the positioning pillar is connected to the first template and the second template through a hinge, the protrusion extends out of the positioning pillar through a movable groove, and the adjustment pillar is restricted on the adjustment pillar by a limit nut.

[0010] Furthermore, the first template and the second template are connected together via butt legs.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] In the utility model, the template is changed from the original single-piece splicing to the bottom quarter-circle splicing, which reduces the number of splicing and the workload, and improves the construction efficiency; at the same time, because the templates are connected as a whole, the damage and impact on each single template is reduced, the deformation of the steel template is reduced, and the construction cost is reduced. At the same time, the adjusting support can be extended during use, and after the adjusting support is extended, it can be inserted into the ground, so as to quickly support the template body on all sides, and the four templates can be connected together through the connecting mechanism during use, so as to facilitate transportation. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0014] Figure 2 It is a schematic diagram of the support mechanism of the utility model;

[0015] Figure 3 It is a schematic diagram of the connection mechanism of the utility model.

[0016] In the figure: 1. first template; 2. docking hole; 3. docking foot; 4. mounting screw hole; 5. supporting mechanism; 501. hinge; 502. positioning pillar; 503. movable groove; 504. adjusting nut; 505. bump; 506. adjusting pillar; 6. connecting mechanism; 601. positioning base; 602. positioning through hole; 603. positioning column; 604. limiting pressure piece; 605. limiting nut; 7. second template. DETAILED DESCRIPTION

[0017] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below in conjunction with specific implementation methods.

[0018] like Figure 1 to Figure 3As shown, a novel wind turbine foundation combined steel template includes a first template 1 and a second template 7. Both ends of the first template 1 and the second template 7 are fixedly installed with docking legs 3, and the docking legs 3 are provided with mounting screw holes 4. The first template 1 is provided with a docking hole 2, and the second template 7 is provided with a connecting mechanism 6. The connecting mechanism 6 includes a positioning base 601, a positioning through hole 602, a positioning column 603, a limiting pressing piece 604 and a limiting nut 605. The side walls of the first template 1 and the second template 7 are both provided with a supporting mechanism 5, and the supporting mechanism 5 includes a hinge 501, a positioning pillar 502, a movable groove 503, an adjusting nut 504, a protrusion 505 and an adjusting pillar 506. The first template 1 and the second template 7 are connected together through the docking legs 3.

[0019] A supporting mechanism 5 is provided on the side walls of the first template 1 and the second template 7. The supporting mechanism 5 includes a hinge 501, a positioning pillar 502, a movable groove 503, an adjusting nut 504, a protrusion 505 and an adjusting pillar 506. The hinge 501 is installed on the side walls of the first template 1 and the second template 7. The positioning pillar 502 is fixedly installed on the hinge 501. The positioning pillar 502 is provided with a movable groove 503. The adjusting pillar 506 is movably installed in the positioning pillar 502. The adjusting pillar 506 is fixedly installed with a protrusion 505. The positioning pillar 502 is provided with an adjusting nut 504. After the templates are assembled together, the adjusting pillar 506 can be controlled to extend. After the adjusting pillar 506 is extended, the first template 1 and the second template 7 can be supported all around. The adjusting nut 504 can limit the upward movement of the adjusting pillar 506.

[0020] The second template 7 is provided with a connecting mechanism 6, which includes a positioning base 601, a positioning through hole 602, a positioning column 603, a limiting pressure piece 604 and a limiting nut 605. The positioning base 601 is fixedly installed on the second template 7, a positioning through hole 602 is opened at the edge of the positioning base 601, a positioning column 603 is fixedly installed at the middle position of the positioning base 601, a limiting pressure piece 604 is provided on the positioning column 603, and a limiting nut 605 is installed on the positioning column 603. After the template is disassembled, the first template 1 can be connected to the positioning column 603 through the docking hole 2. After the first template 1 is connected to the positioning column 603, the limiting nut 605 can be tightened, so that the first template 1 and the second template 7 are connected together for easy transportation.

[0021] It should be noted that the utility model is a new type of combined steel formwork for wind turbine foundation. In actual use, the bolts can be first tightened in the mounting screw holes 4 to assemble the formworks together. The formworks are changed from the original single-piece splicing to the bottom quarter-circle splicing, which reduces the number of splicing and the workload, and improves the construction efficiency. At the same time, because each formwork is connected as a whole, the damage and impact on each single formwork is reduced, the deformation of the steel formwork is reduced, and the construction cost is reduced. Since the positioning pillar 502 is provided with a thread, the adjusting nut 504 is connected to the positioning pillar 502 through a thread, and the positioning pillar 502 is connected to the first formwork 1 and the second formwork 7 through a hinge 501, the protrusion 505 extends out of the positioning pillar 502 through the movable groove 503, and the adjusting pillar 506 is limited to the adjusting support by the limiting nut 605. On the column 506, so after the templates are assembled together, the adjusting pillar 506 can be extended, and after the adjusting pillar 506 is extended, it can be inserted into the ground, so as to quickly support the first template 1 and the second template 7 on all sides. At the same time, since screws are provided in the positioning through holes 602, the positioning base 601 is fixed to the surface of the second template 7 by screws, and the positioning column 603 is fixed to the second template 7 through the positioning base 601. A through hole is provided in the middle position of the limiting pressure piece 604, and the limiting pressure piece 604 is connected to the positioning column 603 through the through hole. Therefore, after the templates are disassembled, the first template 1 can be connected to the positioning column 603 through the docking hole 2. After the first template 1 is connected to the positioning column 603, the limiting nut 605 can be tightened, so that the first template 1 and the second template 7 are connected together for easy transportation.

[0022] Finally, it should be noted that the above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the above embodiments, those skilled in the art can still modify the technical solutions recorded in the above embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. A new type of fan foundation combined steel formwork, characterized by: The invention comprises a first template (1) and a second template (7), wherein both ends of the first template (1) and the second template (7) are fixedly mounted with docking legs (3), the docking legs (3) are provided with mounting screw holes (4), the first template (1) is provided with a docking hole (2), the second template (7) is provided with a connecting mechanism (6), the connecting mechanism (6) comprises a positioning base (601), a positioning through hole (602), a positioning column (603), a limiting pressing sheet (604) and a limiting nut (605), and the side walls of the first template (1) and the second template (7) are both provided with a supporting mechanism (5), the supporting mechanism (5) comprises a hinge (501), a positioning column (502), a movable groove (503), an adjusting nut (504), a protrusion (505) and an adjusting column (506).

2. A novel fan foundation composite steel formwork according to claim 1, characterized in that: The hinge (501) is installed on the side walls of the first template (1) and the second template (7); a positioning pillar (502) is fixedly installed on the hinge (501); a movable groove (503) is provided on the positioning pillar (502); an adjustment pillar (506) is movably installed in the positioning pillar (502); a protrusion (505) is fixedly installed on the adjustment pillar (506); an adjustment nut (504) is provided on the positioning pillar (502); a screw is provided in the positioning through hole (602); and the positioning base (601) is fixed to the surface of the second template (7) by means of the screw.

3. A novel fan foundation composite steel formwork according to claim 2, characterized in that: The positioning column (603) is fixed on the second template (7) via a positioning base (601), a through hole is provided in the middle of the limiting pressing sheet (604), and the limiting pressing sheet (604) is connected to the positioning column (603) via the through hole.

4. A novel fan foundation composite steel formwork according to claim 3, characterized in that: The positioning base (601) is fixedly installed on the second template (7); a positioning through hole (602) is opened at the edge of the positioning base (601); a positioning column (603) is fixedly installed in the middle of the positioning base (601); a limiting pressing sheet (604) is provided on the positioning column (603); a limiting nut (605) is installed on the positioning column (603); a thread is provided on the positioning pillar (502); and the adjusting nut (504) is connected to the positioning pillar (502) through a thread.

5. The novel wind turbine foundation composite steel formwork according to claim 4 is characterized in that: The positioning pillar (502) is connected to the first template (1) and the second template (7) via a hinge (501); the protrusion (505) extends out of the positioning pillar (502) via a movable groove (503); and the adjustment pillar (506) is restricted on the adjustment pillar (506) via a limiting nut (605).

6. A novel wind turbine foundation composite steel formwork according to claim 5, characterized in that: The first template (1) and the second template (7) are connected together via a butt support (3).