Concrete wall column template positioning device

Abstract

The utility model discloses a concrete wall column template positioning device, which relates to the technical field of building construction, and comprises a base, a foundation is arranged at the center axis of the bottom of the base, the top of the base is fixedly connected with a plurality of template positioning pieces, the inner walls of the template positioning pieces are fixedly connected with a plurality of steel nail fixing pieces, and the steel nail fixing pieces are fixedly connected with the steel nail fixing pieces. The steel nail fixing piece penetrates through the foundation to the inner wall, and the formwork fixing piece is arranged, so that the purposes that installation is simple, connection points are arranged at all joints simply and easily, and manual operation of tools is not needed are achieved.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, in particular to a concrete wall column formwork positioning device. Background Art

[0002] Usually, in construction projects, in order to correctly cast and form concrete components according to the position and structural dimensions of the design documents, the formwork is an indispensable temporary support structure. In order to ensure the accuracy of the formwork position, there are two traditional formwork positioning methods. One is to drive positioning steel bars at the control line position, and the other is to weld positioning steel bars on the concrete structure steel bars. The former method of implanting steel bars in concrete at the control line position according to the wall thickness has a large human influence, and insufficient rigidity is easy to cause deviation during construction. In residential projects, implanting steel bars in structural plates is prone to leakage; the latter is to weld finished positioning steel bars on the steel bars, and welding is likely to cause welding damage to the main bars, thereby affecting the quality of the steel bars. Therefore, we propose a concrete wall column formwork positioning device. Utility Model Content

[0003] The utility model aims to provide a concrete wall column formwork positioning device, which solves the problems that the existing equipment has poor molding effect, cannot guarantee the cross-sectional size of the wall column, is cumbersome to operate, is not convenient for advance processing and production according to the thickness of the concrete structure, and cannot be directly transported to the site for use, requires too much labor time, has poor molding effect, is not accurate enough in positioning, has not accurate enough in controlling the cross-sectional area of ​​the wall foot, and is slow in acceptance.

[0004] In order to solve the above technical problems, the utility model is realized by the following technical solutions:

[0005] The utility model is a concrete wall column formwork positioning device, comprising a base, a foundation is arranged at the bottom center axis of the base, a plurality of formwork positioning pieces are fixedly connected to the top of the base, a plurality of steel nail fixing pieces are fixedly connected to the inner wall of the formwork positioning piece, and the steel nail fixing pieces penetrate the foundation to the inner wall.

[0006] Furthermore, a plurality of templates are fixedly connected to the top of the template positioning member, and a plurality of structural outer edge lines are arranged on the outer wall of the template.

[0007] Furthermore, a reinforcing steel bar is fixedly connected to the central axis of the outer wall of the template positioning piece, and a template reinforcement plate is fixedly connected to the outer wall of the template away from the template positioning piece.

[0008] Furthermore, the outer wall of the template reinforcement plate is fixedly connected with a plurality of merging plates, the inner wall of the merging plate is provided with a plurality of merging grooves, the merging grooves penetrate the template reinforcement plate to the inner wall, the inner wall of the merging grooves is fixedly connected with a merging axis, and the outer wall of the merging plate is fixedly connected with a plurality of closing plates.

[0009] Furthermore, the inner wall of the template reinforcement plate is fixedly connected with a plurality of alignment screw reinforcements, the alignment screw reinforcements penetrate the template to the outside, the outer wall of the alignment screw reinforcements is fixedly connected with a limiting bolt, the outer wall of the limiting bolt is fixedly connected with a plurality of top plates, and the outer wall of the top plate is fixedly connected with a connecting ring.

[0010] The utility model has the following beneficial effects:

[0011] 1. The utility model achieves simple installation by setting the template fixing parts, and the connection points of each node are simple and easy to operate, which can be completed manually without using tools.

[0012] 2. The utility model saves man-hours by setting the outer edge of the structure, achieves accurate positioning without deviation, accurately controls the cross-section of the wall column foot, ensures the thickness of the protective layer of the steel bar, and has a good molding appearance quality.

[0013] 3. The utility model has a high degree of promotion on site by setting reinforcing steel bars on the template fixing parts, and positioning bars that meet different protective layer devices can be manufactured according to different parts and special-shaped structures.

[0014] Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described above at the same time. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for describing the embodiments are briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

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

[0017] Figure 2 This is a schematic diagram of the structure of the template positioning member of the utility model;

[0018] Figure 3 This is a cross-sectional view of the overall structure of the utility model;

[0019] Figure 4 For this utility model Figure 3 Enlarged view of point A in the middle;

[0020] Figure 5 It is a right side structural sectional view of the overall utility model.

[0021] In the accompanying drawings, the components represented by the reference numerals are listed as follows:

[0022] 1. Base, 101. Foundation, 102. Formwork, 103. Outer edge of structure, 104. Formwork positioning parts, 105. Steel nail fixing parts, 106. Reinforcement steel bars, 107. Formwork reinforcement plate, 108. Merging plate, 109. Merging groove, 110. Merging shaft, 111. Closing plate, 2. Alignment screw reinforcement, 201. Limit bolt, 202. Top plate, 203. Connecting ring. DETAILED DESCRIPTION

[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0024] See also Figure 1-5 As shown, the utility model is a concrete wall column formwork positioning device, comprising a base 1, a foundation 101 is arranged at the bottom center axis of the base 1, a plurality of formwork positioning members 104 are fixedly connected to the top of the base 1, and a finished positioning steel bar is manufactured according to the thickness of the on-site wall through the arranged formwork positioning members 104, generally Φ8~Φ10 galvanized round steel and 4mm thick galvanized formwork positioning members 104 are welded firmly, the formwork positioning members 104 are symmetrical on both sides to ensure their rigidity, two holes are punched in a layer where the L-shaped gasket contacts the structure, a plurality of steel nail fixing members 105 are fixedly connected to the inner wall of the formwork positioning member 104, and the steel nail fixing members 105 penetrate the foundation 101 to the inner wall.

[0025] Among them Figure 1 As shown, a plurality of templates 102 are fixedly connected to the top of the template positioning member 104, and a plurality of structural outer edge lines 103 are provided on the outer wall of the template 102. The wall column reinforcement is tied by means of the provided structural outer edge lines 103, and the structural outer edge lines 103 are released according to the design drawings and are verified by means of control lines.

[0026] Among them Figure 1-2 As shown, a reinforcing steel bar 106 is fixedly connected to the central axis of the outer wall of the template positioning member 104, and the finished positioning bars are arranged at the outer edge 103 of the structure according to the spacing of the construction plan through the arranged reinforcing steel bars 106, and a template reinforcement plate 107 is fixedly connected to the outer wall of the side of the template 102 away from the template positioning member 104.

[0027] Among them Figure 5 As shown, the outer wall of the template reinforcement plate 107 is fixedly connected with a plurality of merging plates 108, the inner wall of the merging plate 108 is provided with a plurality of merging grooves 109, the merging grooves 109 penetrate the template reinforcement plate 107 to the inner wall, the inner wall of the merging grooves 109 is fixedly connected with a merging shaft 110, and the outer wall of the merging plate 108 is fixedly connected with a plurality of closing plates 111;

[0028] The finished positioning ribs are fixed with steel nails 105 so that the fixing gaskets are vertically aligned with the outer edge line 103 of the structure, and the spacing between the gaskets on both sides is the thickness of the wall.

[0029] Among them Figure 4 As shown, the inner wall of the template reinforcement plate 107 is fixedly connected with a plurality of alignment screw reinforcement members 2, the alignment screw reinforcement members 2 penetrate the template 102 to the outside, the outer wall of the alignment screw reinforcement member 2 is fixedly connected with a limit bolt 201, the outer wall of the limit bolt 201 is fixedly connected with a plurality of top plates 202, and the outer wall of the top plate 202 is fixedly connected with a connecting ring 203;

[0030] The wall column formwork 102 is installed so that the inner side of the formwork 102 is closely fitted with the formwork positioning piece 104, the concrete formwork is reinforced, and concrete is poured.

[0031] A specific application of this embodiment is:

[0032] When the staff needs to use the equipment, first make the finished positioning steel bars according to the thickness of the on-site wall. Generally, Φ8~Φ10 galvanized round steel and 4mm thick galvanized template positioning parts 104 are welded firmly. The template positioning parts 104 are symmetrical on both sides to ensure their rigidity. Two holes are drilled in the layer where the L-shaped gasket contacts the structure, and the wall column steel bars are tied. The outer edge line 103 of the structure is released according to the design drawings, and the outer edge line 103 of the structure is checked by the control line. The finished positioning bars are arranged at the outer edge line 103 of the structure according to the spacing of the construction plan, and the finished positioning bars are fixed with steel nails 105. The fixed gaskets are vertically aligned with the outer edge line 103 of the structure. The spacing between the gaskets on both sides is the wall thickness. The wall column template 102 is installed so that the inner side of the template 102 fits tightly with the template positioning parts 104. The concrete template is reinforced and concrete is poured.

[0033] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0034] The preferred embodiments of the utility model disclosed above are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to the specific implementation methods described. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.

Claims

1. A concrete wall column formwork positioning device, comprising a base (1), characterized in that: A foundation (101) is arranged at the bottom center axis of the base (1), a plurality of template positioning members (104) are fixedly connected to the top of the base (1), a plurality of steel nail fixing members (105) are fixedly connected to the inner wall of the template positioning member (104), and the steel nail fixing members (105) penetrate the foundation (101) to the inner wall.

2. A concrete wall column formwork positioning device according to claim 1, characterized in that: A plurality of templates (102) are fixedly connected to the top of the template positioning member (104), and an outer wall of the template (102) is provided with a plurality of structural outer edge lines (103).

3. A concrete wall column formwork positioning device according to claim 2, characterized in that: A reinforcing steel bar (106) is fixedly connected to the central axis of the outer wall of the template positioning piece (104), and a template reinforcement plate (107) is fixedly connected to the outer wall of the template (102) on a side away from the template positioning piece (104).

4. A concrete wall column formwork positioning device according to claim 3, characterized in that: The outer wall of the template reinforcement plate (107) is fixedly connected to a plurality of merging plates (108); the inner wall of the merging plate (108) is provided with a plurality of merging grooves (109); the merging grooves (109) penetrate the template reinforcement plate (107) to the inner wall; the inner wall of the merging grooves (109) is fixedly connected to a merging shaft (110); and the outer wall of the merging plate (108) is fixedly connected to a plurality of closing plates (111).

5. A concrete wall column formwork positioning device according to claim 4, characterized in that: The inner wall of the template reinforcement plate (107) is fixedly connected to a plurality of alignment screw reinforcement members (2), the alignment screw reinforcement members (2) penetrate the template (102) to the outside, and the outer wall of the alignment screw reinforcement member (2) is fixedly connected to a limit bolt (201).

6. A concrete wall column formwork positioning device according to claim 5, characterized in that The outer wall of the limit bolt (201) is fixedly connected to a plurality of top plates (202), and the outer wall of the top plate (202) is fixedly connected to a connecting ring (203).

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