CN216040753U - Directional pier stud removing device - Google Patents

Directional pier stud removing device Download PDF

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Publication number
CN216040753U
CN216040753U CN202121012006.2U CN202121012006U CN216040753U CN 216040753 U CN216040753 U CN 216040753U CN 202121012006 U CN202121012006 U CN 202121012006U CN 216040753 U CN216040753 U CN 216040753U
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CN
China
Prior art keywords
pier stud
wire rope
steel wire
directional
pier
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
CN202121012006.2U
Other languages
Chinese (zh)
Inventor
汪振红
刘栋梁
李炎
胡裕相
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.)
CCCC Second Harbor Engineering Co
Original Assignee
CCCC Second Harbor Engineering Co
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 CCCC Second Harbor Engineering Co filed Critical CCCC Second Harbor Engineering Co
Priority to CN202121012006.2U priority Critical patent/CN216040753U/en
Application granted granted Critical
Publication of CN216040753U publication Critical patent/CN216040753U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a directional pier stud dismantling device, which is used for dismantling a pier stud and comprises: the steel wire rope is wound on the pier column to be dismantled; two ends of the steel wire rope are respectively connected with a traction device, and any traction device is connected with the ground anchor; when the pier stud is cut, pulling force is provided at two ends of the steel wire rope through the pulling device, so that the pier stud can be directionally inclined. The utility model can realize directional dumping of the pier stud, avoids damaging surrounding structures in a complex environment, reduces the danger of blasting demolition or mechanical demolition, and reduces the pollution to the surrounding environment.

Description

Directional pier stud removing device
Technical Field
The utility model relates to the technical field of bridge demolition. More particularly, the present invention relates to a directional pier stud demolition apparatus.
Background
With the development of society and the progress of technology, bridges designed and constructed in the early period are reconstructed or rebuilt due to the age limit, traffic capacity or other reasons, and old bridges need to be dismantled before the bridges are reconstructed. Most of bridge piers are reinforced concrete structures, common demolition methods include blasting methods and mechanical direct demolition methods, the two methods can both demolish the piers rapidly, but dust and scattered concrete blocks generated by destruction can pollute the environment, and are dangerous, and the piers still having structures nearby can be demolished to further threaten nearby structures.
SUMMERY OF THE UTILITY MODEL
An object of the present invention is to solve at least the above problems and to provide at least the advantages described later.
To achieve these objects and other advantages in accordance with the purpose of the utility model, there is provided an oriented pier dismantling device for dismantling a pier, the device comprising:
the steel wire rope is wound on the pier column to be dismantled; two ends of the steel wire rope are respectively connected with a traction device, and any traction device is connected with the ground anchor;
when the pier stud is cut, pulling force is provided at two ends of the steel wire rope through the pulling device, so that the pier stud can be directionally inclined.
Preferably, the top of the pier stud is provided with a cover beam, and the steel wire rope is wound at the joint of the pier stud and the cover beam.
Preferably, the ground anchors connected with the two ends of the steel wire rope are arranged on two sides of the toppling direction of the pier stud.
Preferably, the vertical distance between the ground anchor and the pier stud is greater than the height of the pier stud.
Preferably, on the side of the toppling pier column, the included angle formed by the steel wire rope on the two sides of the pier column is an acute angle.
Preferably, a tension meter is further arranged between the traction device and the end part of the steel wire rope; the measuring end of the tension meter is connected with the traction device, and the other end of the tension meter is connected with the end part of the steel wire rope so as to measure the traction force provided by the traction device.
Preferably, the pulling device is any one of a chain block, an electric block or a winch.
The utility model at least comprises the following beneficial effects:
1. the directional dumping device realizes the directional dumping of the pier stud through the combined action of the steel wire rope, the traction device and the ground anchor, avoids damaging surrounding structures in a complex environment, reduces the danger of blasting demolition or mechanical demolition, and also reduces the pollution to the surrounding environment.
2. The utility model has simple structure, convenient construction and lower requirements on terrain, geological conditions and the like. The adopted devices are all common construction materials, so that the construction cost can be effectively saved.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
Fig. 1 is a schematic side view of the directional pier stud dismantling device according to an embodiment of the present invention;
fig. 2 is a front view of the directional pier stud dismantling device according to the above embodiment of the present invention;
fig. 3 is a top view of the directional pier stud removal device according to the above embodiment of the present invention.
Detailed Description
The present invention is further described in detail below with reference to the attached drawings so that those skilled in the art can implement the utility model by referring to the description text.
It is to be noted that the experimental methods described in the following embodiments are all conventional methods unless otherwise specified, and the reagents and materials, if not otherwise specified, are commercially available; in the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1 to 3, the present invention provides a directional pier stud dismantling device, which is used for dismantling a pier stud, and comprises:
the steel wire rope 4 is wound on the pier stud 2 to be dismantled; two ends of the steel wire rope 4 are respectively connected with a traction device 6, and any traction device 6 is connected with a ground anchor 7;
when the pier stud 2 is cut, pulling force is provided at the two ends of the steel wire rope 4 through the pulling device 6, so that the pier stud 2 can be directionally inclined.
In the technical scheme, firstly, the toppling direction and the plane angle of the pier stud are determined according to the actual situation of a construction site, and then the position of the ground anchor 7 is selected to manufacture the ground anchor 7. And calculating the dead weight of the pier stud 2 and the resultant force required by dumping, and calculating the tension value required to be distributed to the two ends of the steel wire rope 4 through the plane position. The perpendicular line is taken as the cut surface 3 according to the direction of the resultant force. And winding the steel wire rope 4 on the pier stud 2, connecting the two ends 4 of the steel wire rope with the traction devices 6, and connecting the traction devices 6 on the ground anchor 7. And providing a pulling force for the steel wire rope 4 through the pulling device 6, and then cutting along the determined cutting surface 3 by adopting cutting equipment to realize directional dumping of the pier stud 2. Finally, the steel wire rope 4, the traction device 6 and the ground anchor 7 are removed, and the collapsed pier stud 2 is subjected to demolition transportation. By adopting the technical scheme, the collapse direction can be specified in the construction process so as to reduce the influence on peripheral structures and the peripheral environment; and the risk that the concrete blocks are scattered irregularly and collapse dangerously due to the blasting mode or the mode of directly mechanically breaking the bridge pier column in the complex environment is solved.
In another embodiment, the top of the pier stud 2 is provided with a capping beam 1, and the steel wire rope 4 is wound at the connection position of the pier stud 2 and the capping beam 1. As shown in fig. 2, before cutting the piers 2, it is also necessary to uniformly cut the capping beams 1 according to the number of the piers 2.
In another embodiment, the ground anchors 7 connected to both ends of the steel wire rope 4 are disposed at both sides of the pier stud 2 in the falling direction. On the premise of the technical scheme, firstly, the toppling direction of the pier stud 2 is determined, then the positions of the ground anchors 7 are determined according to the field conditions on two sides of the toppling direction, the positions of the ground anchors 7 on the two sides can be asymmetrically arranged, and the pulling forces provided by the steel wire ropes 4 on the two sides of the pier stud 2 can be different.
In another embodiment the vertical distance of the earth anchor 7 from the pier 2 is larger than the height of the pier 2. By adopting the technical scheme, the position of the traction device 6 operated by a worker is far away from the dumping position of the pier stud 2, so that the construction safety of field workers can be ensured as much as possible.
In another embodiment, the included angle formed by the steel wire rope 4 on the two sides of the pier stud 2 is an acute angle on the side where the pier stud 2 is inclined. The larger the included angle formed by the steel wire rope 4 on the two sides of the pier stud 2 is, the larger the pulling force required to be provided on the two sides of the steel wire rope 4 is, and the higher the requirement on the tensile capacity of the steel wire rope 4 is. Considering that the conventional construction materials are used as much as possible to further save the construction cost, the included angle formed by the steel wire rope 4 on the two sides of the pier stud 2 is controlled to be an acute angle, so that the larger pulling force can be prevented from being provided.
In another embodiment, a tension meter 5 is further arranged between the traction device 6 and the end of the steel wire rope 4; the measuring end of the tension meter 5 is connected with the traction device 6, and the other end of the tension meter is connected with the end of the steel wire rope 4 so as to measure the traction force provided by the traction device 6. The pulling devices at the two ends of the steel wire rope 4 are accurately controlled by the tension meter 5 to provide the same pulling force, so that the pier stud 2 is further ensured to topple towards the calculated resultant force direction, and the directional toppling control of the pier stud 2 is realized. The pulling force provided by the pulling devices 6 at the two ends of the steel wire rope 4 is calculated according to the toppling direction of the pier stud 2, the pulling resultant force required by the pier stud 2 in the toppling direction and the positions of the ground anchors 7 at the two sides of the pier stud 2 through a parallelogram rule.
In another embodiment, the pulling device 6 is any one of a chain block, an electric block or a winch. In this embodiment, the chain block with the lowest cost is selected according to the pulling force required by the pier stud 2. And the reading of the tension meter 5 is adjusted by pulling the chain block, and the pulling force provided by the tension meter is controlled to be a pre-calculated pulling force value.
While embodiments of the utility model have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable in various fields of endeavor to which the utility model pertains, and further modifications may readily be made by those skilled in the art, it being understood that the utility model is not limited to the details shown and described herein without departing from the general concept defined by the appended claims and their equivalents.

Claims (7)

1. The utility model provides a device is demolishd to pier stud orientation for demolish the pier stud, its characterized in that, the device is demolishd to pier stud orientation includes:
the steel wire rope is wound on the pier column to be dismantled; two ends of the steel wire rope are respectively connected with a traction device, and any traction device is connected with the ground anchor;
when the pier stud is cut, pulling force is provided at two ends of the steel wire rope through the pulling device, so that the pier stud can be directionally inclined.
2. The directional pier stud dismantling device according to claim 1, wherein a coping is provided on the top of the pier stud, and the wire rope is wound around the connection between the pier stud and the coping.
3. The directional pier stud dismantling device according to claim 1, wherein ground anchors connected to both ends of the wire rope are provided at both sides of the direction in which the pier stud falls.
4. The directional pier stud removal device of claim 3, wherein the vertical distance of the ground anchor from the pier stud is greater than the height of the pier stud.
5. The directional pier stud dismantling device according to claim 1, wherein the angle formed by the wire ropes on both sides of the pier stud at the side where the pier stud is inclined is an acute angle.
6. The directional pier stud dismantling device according to claim 1, wherein a tension gauge is further provided between the traction device and the end of the steel wire rope; the measuring end of the tension meter is connected with the traction device, and the other end of the tension meter is connected with the end part of the steel wire rope so as to measure the traction force provided by the traction device.
7. The directional dismantling device for the pier stud according to claim 1, wherein the pulling device is any one of a chain block, an electric block or a winch.
CN202121012006.2U 2021-05-12 2021-05-12 Directional pier stud removing device Expired - Fee Related CN216040753U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121012006.2U CN216040753U (en) 2021-05-12 2021-05-12 Directional pier stud removing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121012006.2U CN216040753U (en) 2021-05-12 2021-05-12 Directional pier stud removing device

Publications (1)

Publication Number Publication Date
CN216040753U true CN216040753U (en) 2022-03-15

Family

ID=80551743

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121012006.2U Expired - Fee Related CN216040753U (en) 2021-05-12 2021-05-12 Directional pier stud removing device

Country Status (1)

Country Link
CN (1) CN216040753U (en)

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20220315