Construction method for installing and positioning embedded bolts

Through precise line lay-off measurement and standardized construction steps, combined with the use of steel mesh and positioning plates, the problem of large positioning deviation of traditional embedded bolts is solved, and high-precision and high-efficiency embedded bolt installation is achieved, reducing the hidden dangers of project quality.

CN120425903APending Publication Date: 2025-08-05CHINA MCC22 GROUP CORP LTD
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Patent Information

Application Number
CN202510889359.7
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-06-30
Publication Date
2025-08-05

AI Technical Summary

Technical Problem

There are large deviations in the installation and positioning of traditional embedded bolts, which is difficult to meet the construction needs of high accuracy and high efficiency, and there are quality hazards and safety risks.

Method used

Accurate line lay-off measurement and standardized construction steps are adopted to enhance stability by tying the steel mesh on the surface of the concrete base and welding the wire frame, installing bolt positioning plates, and using cross-pulls and saw marks to make positioning adjustments, combined with reinforcement ribs.

Benefits of technology

It improves the accuracy of the positioning of embedded bolts, reduces installation deviations, reduces quality hazards, improves construction efficiency, and meets the high accuracy and efficiency requirements of engineering construction.

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Abstract

The invention relates to the technical field of building construction, in particular to a construction method for installing and positioning an embedded bolt. In order to solve the problems of large deviation and low efficiency in traditional embedded bolt mounting and positioning, the method comprises the following steps: firstly, paying off, measuring and determining bolt positions on the surface of a concrete bearing platform, binding a reinforcing mesh, welding a rectangular coil holder at the end part of a reinforcing steel bar, and mounting a bolt positioning plate which is provided with a corresponding through hole and is welded with a nut at the top of the coil holder; installing the embedded bolts from bottom to top, and finally erecting a formwork and pouring; the cross-shaped stay wires and the saw bite marks are used for assisting in installation of the positioning plate, and the positioning plate is rapidly adjusted through the positioning notches so as to reinforce ribs and enhance the stability of the reinforcing mesh; compared with a traditional mode, the method effectively improves the positioning accuracy and construction efficiency of the embedded bolts, reduces potential quality hazards, and meets the high-precision and high-efficiency construction requirements of projects.
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Description

Technical Field

[0001] The invention relates to the technical field of building construction, in particular to a construction method for installing and positioning embedded bolts. Background Art

[0002] Embedded bolts are widely used in various construction projects, including buildings, bridges, steel structures, and equipment installation. To ensure the stability and accuracy of embedded bolts, their installation and welding must be performed with extreme precision. However, due to environmental factors and variations in operator precision, embedded bolts often deviate during installation. This not only affects project quality but can also lead to insecure installation and even create safety hazards.

[0003] Traditional positioning methods typically rely on manual calibration or crude templates, lacking precise positioning devices. Furthermore, during the welding process, the stability and accuracy of the weld position are often affected by factors such as temperature fluctuations and mechanical deformation. Existing positioning tools often rely on simple fixtures or manual alignment, which cannot meet the high-precision and high-efficiency requirements of large-scale construction. Summary of the Invention

[0004] The present invention aims to solve the above problems, thereby providing a construction method for installing and positioning embedded bolts.

[0005] The present invention solves the above problems by adopting the following technical solutions: A construction method for installing and positioning embedded bolts is carried out in the following steps: S1. Measure and lay out the lines on the surface of the concrete cap to determine the position of each bolt in the embedded bolt group; S2. Tie the pre-embedded bolt foundation steel mesh. The vertical steel bars of the pre-embedded bolt foundation steel mesh are longer than the height of the pre-embedded bolt foundation, and the tops of the vertical steel bars protrude out of the pre-embedded bolt foundation. S3. Weld a wire frame at the end of the vertical steel bar protruding from the top of the embedded bolt foundation. The wire frame is connected into a rectangle by horizontal and vertical bars arranged in a staggered manner. S4. A bolt positioning plate is installed on the top of the wire rack. Through holes are opened on the bolt positioning plate according to the positions of the bolts of the embedded bolt group. Nuts that match the embedded bolts are welded on the top surface of the bolt positioning plate and located at the through holes. S5. Install the embedded bolts from the bottom of the bolt positioning plate upwards, and screw the embedded bolts and nuts together until the top height reaches the designed elevation; S6. Support the formwork and pour the embedded bolt foundation to complete the installation and positioning of the embedded bolts.

[0006] Furthermore, while laying out the lines for measurement, the center point of the embedded bolt group is marked and a cross line is drawn. The intersection of the cross line and the center point of the embedded bolt group are located on the same vertical line. Saw cut marks are provided on the horizontal and vertical bars of the wire rack, and the saw cut marks are located directly above the branch lines of the cross line. The cross line and the saw cut marks provide a reference benchmark for the subsequent positioning and installation of the bolt positioning plate.

[0007] Furthermore, positioning notches are provided on the top surface of the bolt positioning plate and at the midpoints of the four sides, and the length direction of the positioning notches is perpendicular to the adjacent sides where they are located; the installation position of the bolt positioning plate can be adjusted quickly and accurately.

[0008] Furthermore, reinforcing bars are provided between the tops of the vertical steel bars of two adjacent embedded bolt foundation steel meshes, so that the entire embedded bolt foundation steel mesh structure forms a more stable whole, better resisting the external force and deformation generated during the construction process, ensuring that the embedded bolts remain stable during the construction process, and improving the firmness of the installation.

[0009] Compared with the prior art, the present invention adopting the above technical solution has the following outstanding features: Compared to traditional positioning methods that rely on manual calibration or rough templates, the method described in this paper effectively improves the accuracy of embedded bolt positioning through precise line measurement and standardized construction procedures, reduces installation deviations caused by environmental factors and differences in operating precision, and mitigates project quality risks. Compared to traditional positioning tools that rely on simple clamps or manual alignment, this method is more suitable for large-scale construction, improves construction efficiency to a certain extent, and helps meet the high-precision and high-efficiency requirements of engineering construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 This is a schematic diagram of the construction state structure of an embodiment of the present invention; Figure 2 Schematic diagram of the top view of the structure of the embodiment of the present invention in the construction state; Marked in the figure are: concrete cap 1, embedded bolt foundation 2, vertical steel bars 3, wire rack 4, bolt positioning plate 5, and reinforcement bar 6. DETAILED DESCRIPTION

[0011] The present invention will be further described below with reference to the embodiments, the purpose of which is only to provide a better understanding of the content of the present invention. Therefore, the examples given do not limit the scope of protection of the present invention.

[0012] See also Figure 1-Figure 2 A construction method for installing and positioning embedded bolts is carried out in the following steps: S1. Measure and lay out the surface of the concrete cap 1 to determine the position of each bolt in the embedded bolt group. S2, tying the steel mesh of the embedded bolt foundation 2, the length of the vertical steel bars 3 of the steel mesh of the embedded bolt foundation 2 is greater than the height of the embedded bolt foundation 2, and the top of the vertical steel bars 3 protrudes from the embedded bolt foundation 2; S3, welding a wire frame 4 at the end of the vertical steel bar 3 protruding from the top of the embedded bolt foundation 2, the wire frame 4 being connected into a rectangle by horizontal and vertical bars arranged in a staggered manner; S4, the top of the wire rack 4 is equipped with a bolt positioning plate 5, which has through holes according to the positions of the bolts of the embedded bolt group. Nuts matching the embedded bolts are welded on the top surface of the bolt positioning plate 5 and located at the through holes. S5. Install the embedded bolts upward from the bottom of the bolt positioning plate 5. The embedded bolts are screwed together with the nuts and the top height reaches the design elevation; S6. Embedded bolt foundation 2: formwork and pouring to complete the installation and positioning of the embedded bolts. While laying out the lines for measurement, mark the center point of the embedded bolt group and make a cross line. The intersection of the cross line and the center point of the embedded bolt group are located on the same vertical line. Saw cut marks are opened on the horizontal bar and the vertical bar of the wire rack 4. The saw cut mark points are located directly above the branch lines of the cross line. The cross line and the saw cut mark provide a reference benchmark for the subsequent positioning and installation of the bolt positioning plate 5. There are positioning notches on the top surface of the bolt positioning plate 5 and at the midpoints of the four sides. The length direction of the positioning notches is perpendicular to the adjacent sides where they are located; the installation position of the bolt positioning plate 5 can be adjusted quickly and accurately. Reinforcement bars 6 are provided between the tops of the vertical steel bars 3 of two adjacent embedded bolt foundation 2 steel meshes, so that the entire embedded bolt foundation 2 steel mesh structure forms a more stable whole, better resisting the external force and deformation generated during the construction process, ensuring that the embedded bolts remain stable during the construction process, and improving the firmness of the installation.

[0013] Compared to traditional positioning methods that rely on manual calibration or rough templates, the method described in this paper effectively improves the accuracy of embedded bolt positioning through precise line measurement and standardized construction procedures, reduces installation deviations caused by environmental factors and differences in operating precision, and mitigates project quality risks. Compared to traditional positioning tools that rely on simple clamps or manual alignment, this method is more suitable for large-scale construction, improves construction efficiency to a certain extent, and helps meet the high-precision and high-efficiency requirements of engineering construction.

[0014] The above description is only a preferred embodiment of the present invention and does not limit the scope of the present invention. Any equivalent changes made using the contents of the present invention specification and its drawings are included in the scope of the present invention.

Claims

1. A construction method for installing and positioning embedded bolts, characterized in that: Follow these steps: S1. Measure and lay out the lines on the surface of the concrete cap to determine the position of each bolt in the embedded bolt group; S2. Tie the pre-embedded bolt foundation steel mesh. The vertical steel bars of the pre-embedded bolt foundation steel mesh are longer than the height of the pre-embedded bolt foundation, and the tops of the vertical steel bars protrude out of the pre-embedded bolt foundation. S3. Weld a wire frame at the end of the vertical steel bar protruding from the top of the embedded bolt foundation. The wire frame is connected into a rectangle by horizontal and vertical bars arranged in a staggered manner. S4. A bolt positioning plate is installed on the top of the wire rack. Through holes are opened on the bolt positioning plate according to the positions of the bolts of the embedded bolt group. Nuts that match the embedded bolts are welded on the top surface of the bolt positioning plate and located at the through holes. S5. Install the embedded bolts from the bottom of the bolt positioning plate upwards, and screw the embedded bolts and nuts together until the top height reaches the designed elevation; S6. Support the formwork and pour the embedded bolt foundation to complete the installation and positioning of the embedded bolts.

2. A construction method for installing and positioning embedded bolts according to claim 1, characterized in that: While laying out the lines and measuring, mark the center point of the embedded bolt group and make a cross line. The intersection of the cross line and the center point of the embedded bolt group are on the same vertical line. Saw cut marks are opened on the horizontal bar and vertical bar of the wire rack. The saw cut marks are located directly above the branch lines of the cross line.

3. A construction method for installing and positioning embedded bolts according to claim 2, characterized in that: Positioning notches are provided on the top surface of the bolt positioning plate and at the midpoints of the four sides, and the length direction of the positioning notches is perpendicular to the adjacent sides where the positioning notches are located.

4. The method for installing and positioning embedded bolts according to claim 1, characterized in that: Reinforcement bars are provided between the tops of the vertical steel bars of two adjacent embedded bolt foundation steel meshes.