CN215482350U - Bridge guardrail template line type positioning tool - Google Patents

Bridge guardrail template line type positioning tool Download PDF

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Publication number
CN215482350U
CN215482350U CN202121205334.4U CN202121205334U CN215482350U CN 215482350 U CN215482350 U CN 215482350U CN 202121205334 U CN202121205334 U CN 202121205334U CN 215482350 U CN215482350 U CN 215482350U
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CN
China
Prior art keywords
scale
bridge
rod
extension rod
positioning tool
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202121205334.4U
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Chinese (zh)
Inventor
张勇刚
廖良雄
戚培海
刘玥岩
凌峰
亚非
张海山
王鹏
彭霖
杨彬柯
殷亮
兰海波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction First Group Corp Ltd
China Construction First Bureau Group South China Construction Co Ltd
Original Assignee
China Construction First Group Corp Ltd
China Construction First Bureau Group South China Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction First Group Corp Ltd, China Construction First Bureau Group South China Construction Co Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN202121205334.4U priority Critical patent/CN215482350U/en
Application granted granted Critical
Publication of CN215482350U publication Critical patent/CN215482350U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to the field of auxiliary tools for road and bridge construction, in particular to a linear positioning tool for a guardrail template. The guardrail formwork comprises a support frame vertically arranged on a bridge floor, wherein one side of the support frame is provided with a scale, and the top line type of the guardrail formwork is controlled through the scale; the support frame comprises a vertical rod arranged in the vertical direction, the bottom of the vertical rod is supported on a control line of the bridge floor, the bottom of the vertical rod is fixedly connected with one end of a bottom plate, and the bottom plate is attached to the bridge floor; the extension rod that the level set up is installed at the top of montant, and the control line of extension rod perpendicular to bridge floor, downwardly extending's scale is installed to the tip of extension rod, and the lower extreme of scale aligns with the top of guardrail template. Support the extension rod through the support frame, fixed scale on the extension rod only needs the position through the sharp control support frame on the bridge floor, alright confirm the position at template top through the scale, and then control the line type at template top according to the control line.

Description

Bridge guardrail template line type positioning tool
Technical Field
The utility model relates to the field of auxiliary tools for road and bridge construction, in particular to a linear positioning tool for a guardrail template.
Background
After the bridge floor construction of bridge was accomplished, still need set up bridge railing, bridge railing sets up as the benchmark according to the bridge floor, snatchs grain guardrail's line type simultaneously and has finally decided the final line type of bridge yet.
In actual construction, a control line is measured and arranged on the bridge deck, then a template of the bridge guardrail is positioned according to the control line on the bridge deck, then concrete is poured, and finally the guardrail is formed. The bottom of the form can be directly indexed by the control lines on the deck and the line type of the form, but the top of the form is difficult to control.
SUMMERY OF THE UTILITY MODEL
The utility model relates to a linear positioning tool for a bridge guardrail template.
The technical problem to be solved is that: the line pattern at the bottom of the guardrail formwork is easier to control through control lines on the bridge deck but the top of the formwork is difficult to locate.
In order to solve the technical problem, the utility model provides a linear positioning tool for a bridge guardrail template, which adopts the following scheme.
A linear positioning tool for a bridge guardrail template comprises a support frame vertically arranged on a bridge floor, wherein one side of the support frame is provided with a scale, and the top linear of the guardrail template is controlled through the scale;
the support frame comprises a vertical rod arranged in the vertical direction, the bottom of the vertical rod is supported on a control line of the bridge floor, the bottom of the vertical rod is fixedly connected with one end of a bottom plate, and the bottom plate is attached to the bridge floor; the extension rod that the level set up is installed at the top of montant, and the control line of extension rod perpendicular to bridge floor, downwardly extending's scale is installed to the tip of extension rod, and the lower extreme of scale aligns with the top of guardrail template.
Preferably, the scale is slidably mounted at the end of the extension rod; the end part of the extension rod is provided with a vertically arranged sliding barrel, the scale is slidably arranged in the sliding barrel, the side wall of the sliding barrel is in threaded connection with a first set screw, and the end part of the first set screw tightly pushes the scale to be used for locking the scale to slide.
Preferably, the scale is provided with a first scale mark, the sliding cylinder is provided with a first indicating part for marking the first scale mark, and the number of the first indicating part corresponds to the horizontal height from the bottom of the scale to the bridge floor.
Preferably, the lower end of the scale is a tip.
Preferably, the extension rod is horizontally and slidably mounted at the top of the vertical rod and is locked with the vertical rod through a second set screw.
Preferably, the extension rod is provided with a second scale mark, the vertical rod is provided with a second indicating part for marking the second scale mark, and the number of the second indicating part corresponds to the vertical distance between the projection of the scale on the bridge floor and the control line.
Preferably, the support frame still includes the down tube, and the both ends of down tube are kept away from the tip of montant with the top of montant and bottom plate respectively and are fixed, and montant, bottom plate and down tube constitute the triangle-shaped structure.
Compared with the prior art, the linear positioning tool for the bridge guardrail has the following beneficial effects:
the utility model uses a fixed support frame to control the position of the bottom of the support frame through a control line on the bridge surface, and then uses a scale arranged on the top of the support frame to position the top of the template.
Specifically be the montant that sets up perpendicularly, the montant bottom sprag is on the control line, and the top of montant has the extension rod towards template direction horizontal extension, and the end of extension rod is fixed with downwardly extending's scale, only needs to keep the montant vertical and do not take place to rotate alright confirm the position of scale bottom and keep motionless. Therefore, the bottom of the vertical rod is also connected with a bottom plate, and the bottom plate is attached to the bridge floor. The bottom plate is pressed against the bottom plate and is not moved.
Drawings
FIG. 1 is a side view of a bridge railing template linear positioning tool of the present invention in use;
fig. 2 is an enlarged view at a in fig. 1.
Description of reference numerals: the method comprises the following steps of 1-supporting frame, 1 a-vertical rod, 1 b-bottom plate, 1 c-diagonal rod, 2-bridge floor, 3-horizontal line, 4-extension rod, 5-scale, 6-sliding cylinder, 7-first set screw and 8-second set screw.
Detailed Description
The following detailed description of embodiments of the utility model refers to the accompanying drawings. It should be understood that the detailed description and specific examples, while indicating the present invention, are given by way of illustration and explanation only, not limitation.
In the present invention, the use of the directional terms such as "upper, lower, left, right" generally means upper, lower, left, right as shown in reference to fig. 1, unless otherwise specified; "inner and outer" refer to the inner and outer relative to the profile of the components themselves. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
In order to solve the problem that the line type of the bottom of the guardrail template is easy to control through a control line on the bridge floor 2, but the top of the template is difficult to position, the utility model provides a linear positioning tool for the bridge guardrail template, which is shown in figures 1 and 2.
A linear positioning tool for a bridge guardrail template comprises a support frame 1 vertically arranged on a bridge floor 2, wherein one side of the support frame 1 is provided with a scale 5, and the linear shape of the top of the guardrail template is controlled through the scale 5;
the support frame 1 comprises a vertical rod 1a arranged in the vertical direction, the bottom of the vertical rod 1a is supported on a control line of the bridge deck 2, the bottom of the vertical rod 1a is fixedly connected with one end of a bottom plate 1b, and the bottom plate 1b is attached to the bridge deck 2; extension rod 4 that the level set up is installed at the top of montant 1a, and extension rod 4 perpendicular to bridge floor 2's control line, downwardly extending's scale 5 is installed to the tip of extension rod 4, and the lower extreme of scale 5 aligns with the top of guardrail template.
According to the utility model, the bottom of the support frame 1 is subjected to position control through a control line on the bridge floor 2 through the fixed support frame 1, and then the top of the template is positioned through a scale 5 arranged on the top of the support frame.
Specifically, the vertical rod 1a is vertically arranged, the bottom of the vertical rod 1a is supported on a control line, the top of the vertical rod 1a is provided with an extension rod 4 horizontally extending towards the direction of the template, the tail end of the extension rod 4 is fixed with a scale 5 extending downwards, and the position of the bottom of the scale 5 can be determined and kept still only by keeping the vertical rod 1a and not rotating. Therefore, the bottom of the vertical rod 1a is also connected with a bottom plate 1b, and the bottom plate 1b is attached to the bridge deck 2. The bottom plate 1b is pressed against the bottom plate 1b without moving.
As shown in fig. 1, since the deck 2 is not a horizontal plane but a curved surface, the bottom plate 1b is attached to the deck 2 at an angle with the horizontal plane, i.e. an angle θ in fig. 1. The size of this angle θ is proportional to the distance of the bottom plate 1b from the central line of the deck 2, while the guardrails are arranged generally parallel to the central line of the deck 2 and the control lines are at the same distance from the centre of the deck 2. Therefore, a cross section is made at any position of the bridge deck 2, and the included angles theta between the bridge deck 2 at the control line position and the horizontal plane are the same. Because the vertical rod 1a is ensured to be vertical, it is easy to see that the included angle between the vertical rod 1a and the bottom plate 1b is only required to be 90 degrees and theta is reduced.
As shown in fig. 2, the scale 5 is slidably mounted on the end of the extension rod 4; the end part of the extension rod 4 is provided with a vertically arranged sliding barrel 6, the scale 5 is slidably arranged in the sliding barrel 6, the side wall of the sliding barrel 6 is in threaded connection with a first set screw 7, and the end part of the first set screw 7 tightly props against the scale 5 to lock the scale 5 to slide. The scale 5 is provided with a first scale mark, the sliding barrel 6 is provided with a first indicating part for marking the first scale mark, and the number of the first indicating part corresponds to the horizontal height from the bottom of the scale 5 to the bridge floor 2. Before using, the height of the scale 5 is adjusted to a proper position according to the elevation of the top of the guardrail template, and then the first set screw 7 is screwed. The first indicator may be a pointer mounted on the slide or on the extension rod. Alternatively, a portion of the slide may be defined, such as the upper surface or the lower surface, and the end indicator need only indicate the position where the first graduation mark is clear.
For the convenience of observation, the lower end of the scale 5 is pointed. As shown in fig. 1, it is only necessary to determine the position of the guardrail corresponding to the scale 5 in advance, and the scale 5 is corresponding to the inner side of the guardrail in the figure.
As shown in fig. 1 and 2, the extension rod 4 is horizontally slidably mounted on the top of the vertical rod 1a, and the extension rod 4 is locked with the vertical rod 1a by a second set screw 8. The extension rod 4 is provided with a second scale mark, the vertical rod 1a is provided with a second indicating part for marking the second scale mark, and the number of the second indicating part corresponds to the vertical distance between the projection of the scale 5 on the bridge floor 2 and the control line.
In order to keep the stability of the whole structure of the support frame 1, the support frame 1 further comprises an inclined rod 1c, two ends of the inclined rod 1c are respectively fixed with the top of the vertical rod 1a and the end of the bottom plate 1b far away from the vertical rod 1a, and the vertical rod 1a, the bottom plate 1b and the inclined rod 1c form a triangular structure. Specifically, as shown in fig. 1, the support frame 1 is made of steel, and is fixed by welding to be integrated between the diagonal bar 1c and the vertical bar 1a, and a connecting rod reinforcing structure is further provided.
The working mode of the utility model is as follows: the support frame 1 is arranged in place by taking a control line which is measured on the bridge floor 2 in advance as a reference, the vertical rod 1a is kept to be vertically arranged, the extension rod 4 horizontally points to one side of the guardrail template, and then the extension rod 4 slides left and right to a proper position and is fixed through the second set screw 8. The scale 5 is then slid up and down and fixed by a first set screw 7. The position above the fence template can now be determined from the position of the scale 5, and the entire positioning tool moved to the next location after template fixation is complete.
Generally, the guardrails of the same bridge are of the same standard, and the heights of the guardrails are the same, so that the extension rod 4 and the scale 5 only need to be adjusted once.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.

Claims (7)

1. The linear positioning tool for the bridge guardrail template is characterized by comprising a support frame (1) vertically arranged on a bridge floor (2), wherein one side of the support frame (1) is provided with a scale (5), and the top position of the guardrail template is positioned through the scale (5);
the supporting frame (1) comprises vertical rods (1 a) arranged in the vertical direction, the bottoms of the vertical rods (1 a) are supported on a control line of the bridge deck (2), the bottoms of the vertical rods (1 a) are fixedly connected with one end of a bottom plate (1 b), and the bottom plate (1 b) is attached to the bridge deck (2); extension rod (4) that the level set up are installed at the top of montant (1 a), and the control line of extension rod (4) perpendicular to bridge floor (2), downwardly extending's scale (5) are installed to the tip of extension rod (4), and the lower extreme of scale (5) aligns with the top of guardrail template.
2. The linear positioning tool for the bridge guardrail template of claim 1, wherein the scale (5) is slidably arranged at the end part of the extension rod (4); the end part of the extension rod (4) is provided with a vertically arranged sliding barrel (6), the scale (5) is slidably mounted in the sliding barrel (6), the side wall of the sliding barrel (6) is in threaded connection with a first set screw (7), and the tail part of the first set screw (7) tightly pushes the scale (5) to lock the scale (5) to slide.
3. The linear positioning tool for the bridge guardrail template as claimed in claim 2, wherein the scale (5) is provided with a first scale mark, the slide cylinder (6) is provided with a first indicating part for marking the first scale mark, and the number of the first indicating part corresponds to the horizontal height from the bottom of the scale (5) to the bridge deck (2).
4. The linear positioning tool for the bridge guardrail template of claim 1, wherein the lower end of the scale (5) is a tip.
5. The linear positioning tool for the bridge guardrail formwork according to claim 1, wherein the extension rod (4) is horizontally and slidably mounted on the top of the vertical rod (1 a), and the extension rod (4) is locked with the vertical rod (1 a) through a second set screw (8).
6. The linear positioning tool for the bridge guardrail template of claim 5, wherein the extension rod (4) is provided with a second scale mark, the vertical rod (1 a) is provided with a second indicating part for marking the second scale mark, and the number of the second indicating part corresponds to the vertical distance between the projection of the scale (5) on the bridge deck (2) and the control line.
7. The linear positioning tool for the bridge guardrail template according to claim 1, wherein the support frame (1) further comprises an inclined rod (1 c), two ends of the inclined rod (1 c) are respectively fixed with the top of the vertical rod (1 a) and the end of the bottom plate (1 b) far away from the vertical rod (1 a), and the vertical rod (1 a), the bottom plate (1 b) and the inclined rod (1 c) are connected end to form a triangular structure.
CN202121205334.4U 2021-06-01 2021-06-01 Bridge guardrail template line type positioning tool Expired - Fee Related CN215482350U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121205334.4U CN215482350U (en) 2021-06-01 2021-06-01 Bridge guardrail template line type positioning tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121205334.4U CN215482350U (en) 2021-06-01 2021-06-01 Bridge guardrail template line type positioning tool

Publications (1)

Publication Number Publication Date
CN215482350U true CN215482350U (en) 2022-01-11

Family

ID=79781767

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121205334.4U Expired - Fee Related CN215482350U (en) 2021-06-01 2021-06-01 Bridge guardrail template line type positioning tool

Country Status (1)

Country Link
CN (1) CN215482350U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220111

CF01 Termination of patent right due to non-payment of annual fee