CN214462750U - Positioning device for embedded foundation bolts of high-precision bearing platform - Google Patents
Positioning device for embedded foundation bolts of high-precision bearing platform Download PDFInfo
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- CN214462750U CN214462750U CN202120141505.5U CN202120141505U CN214462750U CN 214462750 U CN214462750 U CN 214462750U CN 202120141505 U CN202120141505 U CN 202120141505U CN 214462750 U CN214462750 U CN 214462750U
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Abstract
The utility model discloses a positioning device for embedding foundation bolts in a high-precision bearing platform, which comprises a positioning frame, wherein the positioning frame is formed by lapping a cross rod and a longitudinal rod and is arranged on the outer peripheral side of a bearing platform template; the bottom of the embedded foundation bolt is connected with the bearing platform template through an auxiliary positioning rod, the embedded foundation bolt passes through the bearing platform template and the embedded foundation bolt positioning template positioned on the upper side of the bearing template, and the upper end of the embedded foundation bolt is connected with the cross rod of the positioning frame through a transverse positioning rod; the device also comprises a cross rod lower positioning rod which transversely penetrates through the bearing platform template and is vertically connected with the embedded foundation bolts. The utility model provides a pair of pre-buried rag bolt's of high accuracy cushion cap positioner, its is rational in infrastructure, and the construction is convenient, and the locating rack separates with pre-buried rag bolt template, reduces the work progress to pre-buried rag bolt's influence, improves the accuracy that position and elevation of pre-buried rag bolt template set for, ensures the pre-buried rag bolt's of cushion cap construction quality.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a positioner of pre-buried rag bolt of high accuracy cushion cap is related to.
Background
The existing foundation bolt pre-embedding positioning is carried out on 2-4 steel bars fixed on a bearing platform template, the construction process is easy to touch and shift, the concrete pouring process needs manual adjustment and positioning, time and labor are wasted, and the precision is low.
In the construction of the embedded foundation bolts of the bearing platform, the foundation bolts need to be fixed, and in order to prevent the foundation bolts from shifting when concrete is poured, the foundation bolts need to be fixed before the concrete is poured. At present, the steel bars are mostly fixed on the template, namely 2-4 steel bars are fixed on the bearing platform template. The easy lateral pressure who receives artificial touching and concrete when concrete placement leads to the template to produce and warp, needs the manual work to go to adjust elevation and plane position simultaneously, and not only consuming time is hard, moreover, the positioning effect is poor and influence construction quality and efficiency.
Therefore, a positioning device for embedding the foundation bolts in the high-precision bearing platform is needed to be designed to solve the technical problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the partial technical problem that exists among the prior art to at least a certain extent, the positioner that a high accuracy cushion cap embedded foundation bolt provided, its is rational in infrastructure, and the construction is convenient, and the locating rack separates with pre-buried foundation bolt template, reduces the work progress to pre-buried foundation bolt's influence, improves the accuracy that position and elevation of pre-buried foundation bolt template set for, ensures the construction quality of the pre-buried foundation bolt of cushion cap.
In order to solve the technical problem, the utility model provides a positioning device for pre-buried foundation bolts of a high-precision bearing platform, which comprises a positioning frame, wherein the positioning frame is formed by lapping a transverse rod and a longitudinal rod and is arranged on the outer peripheral side of a bearing platform template; the bottom of the embedded foundation bolt is connected with the bearing platform template through an auxiliary positioning rod, the embedded foundation bolt passes through the bearing platform template and the embedded foundation bolt positioning template positioned on the upper side of the bearing template, and the upper end of the embedded foundation bolt is connected with the cross rod of the positioning frame through a transverse positioning rod; the device also comprises a cross rod lower positioning rod which transversely penetrates through the bearing platform template and is vertically connected with the embedded foundation bolts.
In a preferred embodiment, the area formed between the positioning frame and the bearing platform formwork is larger than the working area of bearing platform construction.
As a preferred embodiment, the distance between the positioning frame and the bearing platform template is 500mm-1500 mm.
As a preferred embodiment, the number of the auxiliary positioning rods is matched with the number of the embedded foundation bolts, and the auxiliary positioning rods are perpendicular to the plane where the bearing platform template is located.
In a preferred embodiment, the number of the transverse positioning rods is a pair, and the transverse positioning rods are perpendicular to the embedded anchor bolts and are symmetrically arranged at the top of the positioning frame.
In a preferred embodiment, the transverse rod lower positioning rod is located on the lower side of the transverse positioning rod, and the transverse positioning rod and the transverse rod lower positioning rod are arranged in the same plane perpendicular to the bearing platform template.
As a preferred embodiment, the distance between the cross rod lower positioning rod and the top surface of the bearing platform template is 200mm-500 mm.
As a preferred embodiment, the bottom of the embedded anchor bolt is vertically bent, one end of the auxiliary positioning rod is fixed to the bent portion of the embedded anchor bolt, and the other end of the auxiliary positioning rod is connected with the bearing platform template.
In a preferred embodiment, the length of the bending part of the embedded foundation bolt is 50mm-150 mm.
As a preferred embodiment, the cross rods and the longitudinal rods of the positioning frame are steel pipes, and the outer diameter of the steel pipes ranges from 30mm to 50 mm.
The utility model discloses beneficial effect:
the utility model provides a pair of pre-buried rag bolt's of high accuracy cushion cap positioner, its is rational in infrastructure, and the construction is convenient, and the locating rack separates with pre-buried rag bolt template, reduces the work progress to pre-buried rag bolt's influence, improves the accuracy that position and elevation of pre-buried rag bolt template set for, ensures the pre-buried rag bolt's of cushion cap construction quality.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
fig. 1 is a schematic structural view of a positioning device for pre-embedded anchor bolts of a high-precision bearing platform according to the present invention;
fig. 2 is a top view of the positioning device corresponding to fig. 1.
In the drawings, the reference numerals denote the following components:
10. a positioning frame; 11. a cross bar; 12. a longitudinal bar;
20. a cushion cap template;
30. embedding foundation bolts;
40. an auxiliary positioning rod;
50. pre-burying a submitted bolt positioning template;
60. positioning a rod in the transverse direction;
70. and a transverse lower positioning rod.
Detailed Description
Fig. 1 to fig. 2 are related schematic diagrams of a positioning device for pre-embedded anchor bolts of a high-precision bearing platform according to the present application, and the present invention is described in detail below with reference to specific embodiments and accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
A high accuracy cushion cap embedded foundation bolt's positioner's schematic structure diagram, as shown in figure 1 and figure 2. The positioning device for embedding the foundation bolts in the high-precision bearing platform comprises a positioning frame 10, wherein the positioning frame 10 is formed by overlapping a cross rod 11 and a longitudinal rod 12 and is arranged on the outer peripheral side of a bearing platform template 20; the bottom of the embedded anchor bolt 30 is connected with the bearing platform template 20 through an auxiliary positioning rod 40, the embedded anchor bolt 30 passes through the bearing platform template 20 and the embedded anchor bolt positioning template 50 positioned on the upper side of the bearing template 20, and the upper end of the embedded anchor bolt is connected with the cross rod 11 of the positioning frame 10 through a transverse positioning rod 60; and a cross bar lower positioning rod 70 which traverses the bearing platform template 20 and is vertically connected with the embedded foundation bolt 30.
As an embodiment of the utility model, the locating rack 10 with the area that forms between the cushion cap template 20 is greater than the working area of cushion cap construction to avoid constructor to the influence of pre-buried rag bolt locating template 50 in the cushion cap construction, guarantee the accuracy of pre-buried rag bolt 30 position. Preferably, the distance between the positioning frame 10 and the bearing platform template 20 is 500mm-1500 mm.
In the embodiment shown in fig. 1, the number of the auxiliary positioning rods 40 is matched with the number of the embedded anchor bolts 30, and the auxiliary positioning rods are arranged perpendicular to the plane of the bearing platform formwork 20. Specifically, if the number of embedded anchor bolts 30 is four, the number of auxiliary positioning rods 40 is also four.
Further, the number of the lateral positioning rods 60 is a pair, and the lateral positioning rods are perpendicular to the embedded anchor bolts 30 and are symmetrically arranged at the top of the positioning frame 10.
As another embodiment of the present invention, the horizontal rod lower positioning rod 70 is located on the lower side of the horizontal transverse positioning rod 60, the horizontal transverse positioning rod 60 and the horizontal rod lower positioning rod 70 are disposed in the same plane perpendicular to the bearing platform template 20, and as shown in fig. 2, the horizontal plane projections of the horizontal transverse positioning rod 60 and the horizontal rod lower positioning rod 70 coincide with each other. In one aspect of this embodiment, the distance between the cross bar lower positioning rod 70 and the top surface of the platform formwork 20 is 200mm to 500 mm. Preferably, the distance between the cross bar lower positioning rod 70 and the top surface of the bearing platform formwork 20 is 300 mm.
In the embodiment shown in fig. 1, the outer diameter of the cross-bar lower positioning rod 70 is larger than the outer diameter of the lateral positioning rod 60 to ensure the accuracy of the setting position of the embedded anchor bolts 30.
The utility model discloses in, the bottom of pre-buried rag bolt 30 is bent perpendicularly, the one end of auxiliary positioning pole 40 is fixed with the portion of bending of pre-buried rag bolt 30, and its other end is connected with cushion cap template 20.
In one aspect of this embodiment, the length of the bent portion of the embedded anchor bolt 30 is 50mm to 150 mm. Preferably, the length of the bent portion of the embedded anchor bolt 30 is 80 mm.
In the embodiment shown in fig. 1, the cross bars 11 and the longitudinal bars 12 of the positioning frame 10 are steel pipes, and the outer diameters of the steel pipes are 30mm to 50mm, so as to ensure the accuracy of the positioning frame 10 in positioning the embedded anchor bolt positioning template 50 and the embedded anchor bolts 30 thereon.
Compare in prior art's shortcoming and not enough, the utility model provides a pair of pre-buried rag bolt's of high accuracy cushion cap positioner, its is rational in infrastructure, and the construction is convenient, and the locating rack separates with pre-buried rag bolt template, reduces the work progress to pre-buried rag bolt's influence, improves the accuracy that position and elevation of pre-buried rag bolt template set for, ensures the pre-buried rag bolt's of cushion cap construction quality.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.
Claims (10)
1. A positioning device for embedding foundation bolts in a high-precision bearing platform is characterized by comprising a positioning frame, wherein the positioning frame is formed by overlapping a cross rod and a longitudinal rod and is arranged on the outer peripheral side of a bearing platform template; the bottom of the embedded foundation bolt is connected with the bearing platform template through an auxiliary positioning rod, the embedded foundation bolt passes through the bearing platform template and the embedded foundation bolt positioning template positioned on the upper side of the bearing template, and the upper end of the embedded foundation bolt is connected with the cross rod of the positioning frame through a transverse positioning rod; the device also comprises a cross rod lower positioning rod which transversely penetrates through the bearing platform template and is vertically connected with the embedded foundation bolts.
2. The positioning device as claimed in claim 1, wherein an area formed between the positioning frame and the platform formwork is larger than a working area of platform construction.
3. The positioning device of claim 2, wherein the distance between the positioning frame and the bearing platform template is 500mm-1500 mm.
4. The positioning device according to claim 1, wherein the number of the auxiliary positioning rods is matched with the number of the embedded anchor bolts, and the auxiliary positioning rods are arranged perpendicular to the plane of the bearing platform template.
5. The positioning device according to claim 1, wherein the number of the transverse positioning rods is a pair, which is perpendicular to the embedded anchor bolts and symmetrically arranged on the top of the positioning frame.
6. The positioning device of claim 1, wherein the cross bar lower positioning rod is located on a lower side of the lateral positioning rod, and the lateral positioning rod and the cross bar lower positioning rod are disposed in a same plane perpendicular to the bearing platform template.
7. The positioning device according to claim 1, wherein the distance between the cross bar lower positioning rod and the top surface of the bearing platform template is 200mm-500 mm.
8. The positioning device according to claim 1, wherein the bottom of the embedded anchor bolt is vertically bent, one end of the auxiliary positioning rod is fixed to the bent portion of the embedded anchor bolt, and the other end of the auxiliary positioning rod is connected with the bearing platform template.
9. The positioning device as set forth in claim 8, wherein the length of the bent portion of the embedded anchor bolt is 50mm to 150 mm.
10. The positioning device according to claim 1, wherein the cross bar and the longitudinal bar of the positioning frame are steel pipes, and the outer diameter of the steel pipes is 30mm-50 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120141505.5U CN214462750U (en) | 2021-01-19 | 2021-01-19 | Positioning device for embedded foundation bolts of high-precision bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120141505.5U CN214462750U (en) | 2021-01-19 | 2021-01-19 | Positioning device for embedded foundation bolts of high-precision bearing platform |
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| Publication Number | Publication Date |
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| CN214462750U true CN214462750U (en) | 2021-10-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120141505.5U Active CN214462750U (en) | 2021-01-19 | 2021-01-19 | Positioning device for embedded foundation bolts of high-precision bearing platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033191A (en) * | 2021-12-13 | 2022-02-11 | 中国化学工程第十一建设有限公司 | Anchor plate type foundation bolt positioning method |
-
2021
- 2021-01-19 CN CN202120141505.5U patent/CN214462750U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033191A (en) * | 2021-12-13 | 2022-02-11 | 中国化学工程第十一建设有限公司 | Anchor plate type foundation bolt positioning method |
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