Tower foundation template structure

Abstract

The utility model relates to the technical field of formwork structures, in particular to a tower foundation formwork structure which comprises first formworks, the first formworks are attached to each other, every two first formworks form a group, threaded holes are formed in the opposite outer walls of the first formworks, and bolts are connected to the inner walls of the threaded holes in a threaded mode. According to the device, the sliding plate slides on the inner wall of the sliding groove, so that the sliding plate is adjusted to a proper position, the sliding plate drives the anchor bolt to move, the anchor bolt displaces and is aligned with a pipeline hole, the position of a bolt hole of the device can be flexibly adjusted, and the practicability of the device is better; the fixing rods can be inserted into proper positions by inserting the fixing rods into proper bolt holes, then the stiffening plates are fixed to the outer walls of the fixing rods, the positions of the stiffening plates can be flexibly adjusted, the stiffening plates can be increased or the positions of the stiffening plates can be adjusted according to actual use requirements, and stress of the device is uniform.

Description

TECHNICAL FIELD

[0001] The utility model relates to template structure technical field, concretely is a tower foundation template structure. BACKGROUND

[0002] Tower as chemical industry, petroleum chemical industry and oil refining etc. Production field is important core equipment, its position is important. In the production process, tower bears such as distillation, absorption, extraction, washing etc. Many key functions, for the smooth performance of the whole production process and the quality control of the final product have irreplaceable effect, wherein the foundation of tower equipment is generally composed of three parts: template, concrete foundation and anchor bolt. Concrete foundation is designed by civil engineering, and the anchor bolt is partially embedded in the concrete foundation, and the anchor bolt is fixed in the foundation through the template;

[0003] In the existing tower foundation template structure, the position precision of the reserved anchor bolt hole and pipeline hole is insufficient, which leads to complex installation process or interference with other equipment and pipelines, thereby affecting the efficiency and quality of construction. In addition, when the template bears the tower load, the stress of each part is uneven, which may cause excessive local stress, thereby causing deformation or damage of the template.

[0004] Therefore, a tower foundation template structure is needed to improve the above problems. INVENTION CONTENTS

[0005] In order to solve the problem that the position precision of the reserved anchor bolt hole and pipeline hole in the tower foundation template structure is insufficient when the tower foundation template structure is used, which leads to complex installation process or interference with other equipment and pipelines, the utility model provides a tower foundation template structure to solve the above problems.

[0006] In order to achieve the above purpose, the utility model provides the following technical scheme:

[0007] A tower foundation template structure, comprising a template one, the template one is mutually adhered between the template one and the template one is a group two by two, wherein the opposite outer wall of the template one is provided with a threaded hole, the inner wall of the threaded hole is threadedly connected with a bolt, the outer wall of the template one is provided with a sliding groove, the inner wall of the sliding groove is slidingly connected with a sliding plate, the outer wall of the sliding plate is provided with a bolt hole, the inner wall of the bolt hole is provided with an anchor bolt, the anchor bolt is provided with a fixed rod on one side and the outer wall of the sliding plate, and the outer wall of the fixed rod is provided with a stiffened plate.

[0008] As a preferred scheme of the utility model, the cross section of the template one is a concave shape structure.

[0009] As a preferred scheme of the utility model, the threaded hole is provided with two groups and is respectively located on the opposite outer wall of the template one.

[0010] As the preferred scheme of the utility model, the sliding plate is provided with multiple groups and is located on the inner wall of the sliding groove respectively.

[0011] As the preferred scheme of the utility model, the bolt hole is located at the middle position of the sliding plate.

[0012] As the preferred scheme of the utility model, the anchor bolt is provided with multiple groups and is located on the inner wall of the bolt hole respectively.

[0013] As the preferred scheme of the utility model, the anchor bolt is located in the inner cavity of the sliding groove, and the stiffened plate is located between the formwork.

[0014] Compared with the prior art, the utility model discloses a sliding groove and a sliding plate are arranged in the tower foundation formwork structure, the sliding plate slides on the inner wall of the sliding groove, and then the sliding plate is adjusted to a suitable position, so that the sliding plate drives the anchor bolt to move, the anchor bolt displacement adjustment is aligned with the pipeline hole, the bolt hole of the device can be flexibly adjusted, and the device is more practical, thereby solving the insufficient position precision of the reserved anchor bolt hole and the pipeline hole, the installation process is complicated or interference with other equipment and pipelines, and the efficiency and quality of construction are affected.

[0015] The utility model discloses a fixed rod and a stiffened plate are arranged in the tower foundation formwork structure, the fixed rod is inserted into the suitable bolt hole, the fixed rod can be inserted into the suitable position, then the stiffened plate is fixed on the outer wall of the fixed rod, the position of the stiffened plate can be flexibly adjusted, the stiffened plate can be increased or adjusted according to actual use demand, the stress of the device is uniform, thereby solving the uneven stress of each part of the formwork when the formwork bears the tower load, the local stress is too large, and then the formwork is deformed or damaged. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is the whole structure schematic diagram of the utility model;

[0017] Figure 2 It is the formwork structure schematic diagram of the utility model;

[0018] Figure 3 It is the A structure enlarged schematic diagram of the utility model; Figure 2

[0019] Figure 4 It is the front view structure schematic diagram of the utility model;

[0020] Figure 5 It is the overhead structure schematic diagram of the utility model.

[0021] ​In the figure: 1, template one; 2, threaded hole; 3, bolt; 4, sliding groove; 5, sliding plate; 6, bolt hole; 7, anchor bolt; 8, fixed rod; 9, stiffener. DETAILED DESCRIPTION

[0022] The technical solutions in the embodiments of the utility model will be apparently and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all the other embodiments obtained by the ordinary skilled in the art without creative labor fall within the protection scope of the utility model.

[0023] Embodiment: please refer to Figures 1-5 The utility model discloses a kind of tower foundation template structures, including template one 1, template one 1 mutually adhere between and template one 1 two two are a group, wherein the threaded hole 2 is set on the opposite outer wall of template one 1, the threaded hole 2 is screw-connected with bolt 3 on the inner wall, the sliding groove 4 is set on the outer wall of template one 1, the sliding plate 5 is slidably connected on the inner wall of sliding groove 4, the bolt hole 6 is set on the outer wall of sliding plate 5, the anchor bolt 7 is installed on the inner wall of bolt hole 6, fixed rod 8 is inserted and pulled installation on the outer wall of anchor bolt 7 one side and located on the outer wall of sliding plate 5, stiffener 9 is inserted and pulled installation on the outer wall of fixed rod 8.

[0024] Under the action of the above structural features and connection relationship, stiffener 9 is located between template one 1, wherein stiffener 9 is provided with multiple groups, and the cross section of stiffener 9 is rectangular structure;

[0025] In this embodiment, specific reference is made to Figure 1 、 Figure 2 、 Figure 3 、 Figure 4 And Figure 5 The cross section of template one 1 is concave shape structure, the threaded hole 2 is set with two groups and is located on the opposite outer wall of template one 1 respectively, the sliding plate 5 is provided with multiple groups and is located on the inner wall of sliding groove 4 respectively, the sliding plate 5 is arc structure, the bolt hole 6 is located in the middle position of sliding plate 5, the anchor bolt 7 is provided with multiple groups and is located on the inner wall of bolt hole 6 respectively, and the anchor bolt 7 is located in the inner cavity of sliding groove 4.

[0026] The base template structure of the tower device in the scheme can be used in work, by setting the sliding groove 4 on the inner wall of the template 1, only need to adjust the sliding plate 5, so that the sliding plate 5 slides on the inner wall of the sliding groove 4, and then the sliding plate 5 is adjusted to the appropriate position, so that the sliding plate 5 drives the anchor bolt 7 to move, which can make the anchor bolt 7 displace and adjust the pipeline hole, the bolt hole 6 of the device can be flexibly adjusted, the practicability of the device is better, thereby solving the problem of insufficient position accuracy of the reserved anchor bolt hole and the pipeline hole, which leads to the complexity of the installation process or the interference with other equipment and pipelines, thereby affecting the efficiency and quality of the construction.

[0027] By setting the fixed rod 8 on the outer wall of the sliding plate 5, the outer wall of the fixed rod 8 is provided with the stiffening plate 9, only need to pull out the fixed rod 8, insert the fixed rod 8 into the appropriate bolt hole 6, can insert the fixed rod 8 into the appropriate position, then fix the stiffening plate 9 on the outer wall of the fixed rod 8, can flexibly adjust the position of the stiffening plate 9, so that the stiffening plate 9 can be increased or adjusted according to the actual use demand, so that the stress of the device is uniform, thereby solving the problem that when the template bears the tower load, the stress of each part is uneven, which may cause local stress to be too large, and then cause the template to deform or damage.

[0028] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principles and spirits of the utility model, the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A tower footing template structure comprising a template one (1), characterized in that: The template one (1) is mutually pasted, and the template one (1) is a group, wherein the opposite outer wall of the template one (1) is provided with a threaded hole (2), the inner wall of the threaded hole (2) is threadedly connected with a bolt (3), the outer wall of the template one (1) is provided with a sliding groove (4), the inner wall of the sliding groove (4) is slidably connected with a sliding plate (5), the outer wall of the sliding plate (5) is provided with a bolt hole (6), the inner wall of the bolt hole (6) is provided with an anchor bolt (7), one side of the anchor bolt (7) and the outer wall of the sliding plate (5) are plug-in connected with a fixing rod (8), and the outer wall of the fixing rod (8) is plug-in connected with a stiffening plate (9).

2. A column base template structure according to claim 1, characterised in that: The cross section of the template one (1) is a concave structure.

3. A vessel base template structure according to claim 1, characterised in that: The threaded hole (2) is provided with two groups and is located on the opposite outer wall of the template one (1).

4. A column base template structure according to claim 1, characterized in that: The sliding plate (5) is provided with multiple groups and is located on the inner wall of the sliding groove (4), and the sliding plate (5) is an arc structure.

5. A column base template structure according to claim 1, characterized in that: The bolt hole (6) is located at the middle position of the sliding plate (5).

6. A column base template structure according to claim 1, characterized in that: The anchor bolt (7) is provided with multiple groups and is located on the inner wall of the bolt hole (6).

7. A column base template structure according to claim 1, characterized in that: The anchor bolt (7) is located in the inner cavity of the sliding groove (4), and the stiffening plate (9) is located between the template one (1). The cross section of the template one (1) is a concave structure. The threaded hole (2) is provided with two groups and is located on the opposite outer wall of the template one (1). The sliding plate (5) is provided with multiple groups and is located on the inner wall of the sliding groove (4), and the sliding plate (5) is an arc structure. The bolt hole (6) is located at the middle position of the sliding plate (5). The anchor bolt (7) is provided with multiple groups and is located on the inner wall of the bolt hole (6). The anchor bolt (7) is located in the inner cavity of the sliding groove (4), and the stiffening plate (9) is located between the template one (1).

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