CN213363656U - Steel pipe column verticality adjusting device - Google Patents

Steel pipe column verticality adjusting device Download PDF

Info

Publication number
CN213363656U
CN213363656U CN202021908451.2U CN202021908451U CN213363656U CN 213363656 U CN213363656 U CN 213363656U CN 202021908451 U CN202021908451 U CN 202021908451U CN 213363656 U CN213363656 U CN 213363656U
Authority
CN
China
Prior art keywords
pipe column
steel pipe
rope
steel
connection
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.)
Active
Application number
CN202021908451.2U
Other languages
Chinese (zh)
Inventor
王兆辉
王大力
云翔
蒋浩楠
张晶铭
李秋辉
付志成
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202021908451.2U priority Critical patent/CN213363656U/en
Application granted granted Critical
Publication of CN213363656U publication Critical patent/CN213363656U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a steel-pipe column transfers device that hangs down, the steel-pipe column transfers the device that hangs down is including connecting the rope, cursory and measuring part, it is used for setting up under the surface of water of the inside of steel-pipe column to connect the one end setting of rope and put at the central point of the radial cross section of steel-pipe column, cursory is connected with the other end of being connected the rope, cursory floats in the surface of water and makes and connect the rope and be in the state of straightening, the measuring part is used for measuring the inner wall of steel-pipe column and is in the distance between the other end of the rope of being connected under the. One end of the connecting rope is connected with the center of the radial section of the steel pipe column, the connecting rope is an axis of the steel pipe column in a vertical state after being straightened, and the distance between the other end of the connecting rope and the inner wall of the steel pipe column is measured by using the measuring piece, so that the verticality adjusting operation of the steel pipe column is facilitated. The steel pipe column verticality adjusting device is simple in structure and convenient to operate, the verticality adjusting precision of the steel pipe column can be effectively guaranteed, and the construction quality of the steel pipe column is further guaranteed.

Description

Steel pipe column verticality adjusting device
Technical Field
The utility model relates to a construction equipment technical field especially relates to a steel-pipe column transfers device that hangs down.
Background
This section provides background information related to the present disclosure only and is not necessarily prior art.
In order to ensure the construction quality of the pile, the steel pipe column needs to be adjusted to be vertical in the construction process. At present, the conventional steel pipe column verticality adjusting mode is as follows: and placing a horizontal ruler or an inclination angle sensor at the top of the steel pipe column, detecting the verticality of the steel pipe column by the horizontal ruler or the inclination angle sensor, and adjusting the verticality of the steel pipe column according to the detection result.
However, due to the influence of the manufacturing process of the level or the tilt sensor, the detection accuracy of the perpendicularity of the steel pipe column cannot be guaranteed, and therefore the construction quality of the steel pipe column is affected.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem of how to improve the straightness's that hangs down detection precision of steel-pipe column at least. The purpose is realized by the following technical scheme:
the utility model provides a steel-pipe column transfers device that hangs down, the steel-pipe column transfers the device that hangs down includes:
a connecting rope for being disposed below the water surface inside the steel pipe column, one end of the connecting rope being disposed at a center position of a radial cross section of the steel pipe column;
the buoy floats on the water surface and enables the connecting rope to be in a stretched straight state;
and the measuring piece is used for measuring the distance between the inner wall of the steel pipe column and the other end of the connecting rope in a stretched straight state.
According to the utility model discloses a steel-pipe column device that hangs down, when this steel-pipe column device that hangs down is used for the construction of steel-pipe column, hoist to the stake hole before the steel-pipe column, the one end setting of connecting the rope earlier puts at the central point of the bottom of steel-pipe column, hoist the steel-pipe column to the stake downthehole again, along with the steel-pipe column inserts the stake hole constantly, water in the stake hole enters into the steel-pipe column, the float floats on the surface of water of the inside of steel-pipe column, after the steel-pipe column inserts the preset position in stake hole, the steel-pipe column is drawn the one end of connecting the rope to the direction of keeping away from the earth's surface, the float is drawn the other end of connecting the rope to the direction that is close to the earth's surface, thereby make the connecting rope be in the state of straining (the distance.
Because the one end of connecting the rope links to each other with the central point of the radial cross section of steel-pipe column puts, be the axis that the steel-pipe column is in the vertical state after connecting the rope and being stretched straight, at this moment, utilize the measuring part to measure the distance between the other end of connecting the rope (the one end of being connected with the float) and the inner wall of steel-pipe column, when the distance between the other end of connecting the rope and the inner wall of steel-pipe column is inconsistent, it is in the tilt state to show the steel-pipe column, the gesture of adjustment steel-pipe column, make the distance between the other end of connecting the rope and the inner wall of steel-pipe column unanimous, thereby realize the accent. The steel pipe column verticality adjusting device is simple in structure and convenient to operate, the verticality adjusting precision of the steel pipe column can be effectively guaranteed, and the construction quality of the steel pipe column is further guaranteed.
In addition, according to the utility model discloses a steel-pipe column transfers and hangs down device still can have following additional technical characterstic:
in some embodiments of the utility model, the steel-pipe column transfers and hangs down the device still includes the link, the link be used for with be located under the surface of water the inner wall cooperation of steel-pipe column, connect the rope one end connect in the link.
In some embodiments of the present invention, the connecting frame is provided with a connecting position, the connecting position is aligned with the central position, and the one end of the connecting rope is connected to the connecting position.
In some embodiments of the present invention, the connection frame comprises:
a first rod-like member;
and the second rod-shaped part is in cross connection with the first rod-shaped part, and the connection position of the second rod-shaped part and the first rod-shaped part is the connection position.
In some embodiments of the present invention, the float is a ball, and the extension line of the connection rope in the stretched state passes through a center of the ball.
In some embodiments of the utility model, the steel-pipe column transfers and hangs down device still includes the pointer that has the tip, the pointer connect in the globular part and follow the diameter direction of globular part extends, the pointer with be in under the straight state of tightening the connection rope is in same straight line, the tip protrusion in the surface of water.
In some embodiments of the present invention, the outer surface of the tip is provided with a striking color layer.
In some embodiments of the present invention, the float is a foam.
In some embodiments of the invention, the measuring member is a scale.
In some embodiments of the present invention, the connecting rope is a nylon thread.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like parts are designated by like reference numerals throughout the drawings. In the drawings:
fig. 1 is a schematic structural view illustrating a steel pipe column verticality adjusting device according to an embodiment of the present invention when applied to steel pipe column construction;
fig. 2 is a plan view of the steel pipe column sagging apparatus shown in fig. 1 applied to steel pipe column construction.
The reference numbers are as follows:
100 is a steel pipe column verticality adjusting device;
10 is a pointer, 20 is a buoy, 30 is a connecting rope, 40 is a connecting frame, and 50 is a measuring piece;
200 is a pile hole;
300 is a steel pipe column;
400 is the water surface;
500 is the earth's surface.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
It is to be understood that the terminology used herein is for the purpose of describing particular example embodiments only, and is not intended to be limiting. As used herein, the singular forms "a", "an" and "the" may be intended to include the plural forms as well, unless the context clearly indicates otherwise. The terms "comprises," "comprising," "including," and "having" are inclusive and therefore specify the presence of stated features, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, steps, operations, elements, components, and/or groups thereof. The method steps, processes, and operations described herein are not to be construed as necessarily requiring their performance in the particular order described or illustrated, unless specifically identified as an order of performance. It should also be understood that additional or alternative steps may be used.
Although the terms first, second, third, etc. may be used herein to describe various elements, components, regions, layers and/or sections, these elements, components, regions, layers and/or sections should not be limited by these terms. These terms may be only used to distinguish one element, component, region, layer or section from another region, layer or section. Terms such as "first," "second," and other numerical terms when used herein do not imply a sequence or order unless clearly indicated by the context. Thus, a first element, component, region, layer or section discussed below could be termed a second element, component, region, layer or section without departing from the teachings of the example embodiments.
For convenience of description, spatially relative terms, such as "inner", "outer", "lower", "below", "upper", "above", and the like, may be used herein to describe one element or feature's relationship to another element or feature as illustrated in the figures. Such spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if the device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" or "over" the other elements or features. Thus, the example term "below … …" can include both an orientation of above and below. The device may be otherwise oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
As shown in fig. 1 to 2, according to an embodiment of the present invention, a steel pipe column verticality adjusting device 100 is provided, the steel pipe column verticality adjusting device 100 includes a connection rope 30, a float 20 and a measuring element 50, the connection rope 30 is arranged below a water surface 400 inside a steel pipe column 300, one end of the connection rope 30 is arranged at a central position of a radial cross section of the steel pipe column 300, the float 20 is connected with the other end of the connection rope 30, the float 20 floats on the water surface 400 and makes the connection rope 30 in a stretched state, and the measuring element 50 is used for measuring a distance between an inner wall of the steel pipe column 300 and the other end of the connection rope 30 in the stretched state.
Specifically, when the steel pipe column verticality adjusting device 100 is used for construction of the steel pipe column 300, before the steel pipe column 300 is hoisted to the pile hole 200, one end of the connecting rope 30 is arranged at the center position of the bottom of the steel pipe column 300, then the steel pipe column 300 is hoisted to the pile hole 200, as the steel pipe column 300 is continuously inserted into the pile hole 200, water in the pile hole 200 enters the steel pipe column 300, the buoy 20 floats on the water surface 400 inside the steel pipe column 300, after the steel pipe column 300 is inserted into the pile hole 200 to a preset position, the steel pipe column 300 pulls one end of the connecting rope 30 in a direction away from the ground surface 500, and the buoy 20 pulls the other end of the connecting rope 30 in a direction close to the ground surface 500, so that the connecting rope 30 is in a stretched state (the distance between the bottom of the steel pipe column 300 and the water surface 400 is greater than or equal to the length of the connecting rope 30).
Because one end of the connecting rope 30 is connected with the center position of the radial cross section of the steel pipe column 300, the connecting rope 30 is an axis of the steel pipe column 300 in a vertical state after being straightened, at this time, the distance between the other end of the connecting rope 30 (the end connected with the buoy 20) and the inner wall of the steel pipe column 300 is measured by using the measuring part 50, when the distance between the other end of the connecting rope 30 and the inner wall of the steel pipe column 300 is inconsistent, it is indicated that the steel pipe column 300 is in an inclined state, the posture of the steel pipe column 300 is adjusted, the distance between the other end of the connecting rope 30 and the inner wall of the steel pipe column 300 is consistent, and therefore the verticality adjusting operation of the steel pipe column 300 is achieved. The steel pipe column verticality adjusting device 100 is simple in structure and convenient to operate, the verticality adjusting precision of the steel pipe column 300 can be effectively guaranteed, and the construction quality of the steel pipe column 300 is guaranteed.
It should be understood that, when the distance between the other end of the connecting rope 30 and the inner wall of the steel pipe column 300 is measured, it is necessary to wait for the water surface 400 to be in a calm state, so as to avoid the influence of the fluctuation of the water surface 400 on the measurement result, further ensure the accuracy of the perpendicularity measurement of the steel pipe column 300, and further ensure the construction quality of the steel pipe column 300.
It should be noted that, the length of the connection rope 30 is set according to the construction depth of the steel pipe column 300, that is, when the steel pipe column 300 is hoisted to the preset position in the pile hole 200, the length of the connection rope 30 is slightly smaller than the distance between the bottom of the steel pipe column 300 and the water surface 400, so as to ensure that the connection rope 30 can be effectively straightened, and the verticality of the steel pipe column 300 can be measured.
It is further understood that, as shown in fig. 1, the steel pipe column sagging apparatus 100 further includes a coupling bracket 40, the coupling bracket 40 being adapted to be engaged with an inner wall of the steel pipe column 300 located below the water surface 400, and one end of the connection rope 30 being connected to the coupling bracket 40. Specifically, the link 40 is arranged inside the steel pipe column 300, the link 40 is arranged close to the insertion end (bottom) of the steel pipe column 300 and is matched with the inner wall of the steel pipe column 300, one end of the connecting rope 30 is connected with the link 40, so that one end of the connecting rope 30 is kept at the central position of the radial section of the steel pipe column 300, the connecting rope 30 is guaranteed to be in a stretched state, a basis can be provided for measurement, the measurement precision is guaranteed, and the verticality adjusting precision of the steel pipe column 300 is further improved.
It should be noted that, after the verticality adjustment of the steel pipe column 300 is completed, the buoy 20 is separated from the connecting rope 30, and then concrete is poured into the steel pipe column 300, so that the construction procedure is simplified, and the construction efficiency is improved.
Further, a connection position is arranged on the connection frame 40, the connection position is aligned with the center position, and one end of the connection rope 30 is connected to the connection position. Specifically, the connecting frame 40 is arranged inside the steel pipe column 300, and at least part of the body of the connecting frame 40 passes through the center position of the radial section of the steel pipe column 300, so that the connecting position is arranged at the center position of the radial section of the steel pipe column 300, after the connecting rope 30 is connected with the connecting position, one end of the connecting rope 30 is effectively ensured to be consistent with the center position of the radial section of the steel pipe column 300, the accuracy of measuring the perpendicularity of the steel pipe column 300 is further ensured, and the construction quality of the steel pipe column 300 is further ensured.
Further, the connecting frame 40 includes a first rod-like member and a second rod-like member, the second rod-like member is cross-connected with the first rod-like member, and a connecting position of the second rod-like member with the first rod-like member is a connecting position. Specifically, both ends of the first rod-shaped member are respectively fitted to the inner wall of the steel pipe column 300, both ends of the second rod-shaped member are also respectively fitted to the inner wall of the steel pipe column 300, and the first rod-shaped member and the second rod-shaped member are disposed to intersect and connected at an intersection position, which forms a connection position. The connecting frame 40 has a simple integral structure, is convenient to process and manufacture, and effectively reduces the manufacturing cost of the steel pipe column verticality adjusting device 100, in addition, the strength of the crossed arrangement of the first rod-shaped part and the second rod-shaped part is high, the strength and the stability of the connection of the connecting rope 30 and the connecting frame 40 are effectively ensured, and the verticality measuring precision of the steel pipe column 300 is further improved.
It should be noted that the first rod-shaped member and the second rod-shaped member are arranged in a cross-shaped structure, so that the convenience of manufacturing the connecting frame 40 is further improved, and the manufacturing cost of the steel pipe column verticality adjusting device 100 is further reduced.
In addition, the first connecting piece and the second connecting piece are both steel bars and are connected and fixed with the steel pipe column 300 through welding, so that the connection strength between the connecting frame 40 and the steel pipe column 300 is further improved, the verticality measurement precision of the steel pipe column 300 by the steel pipe column verticality adjusting device 100 is further guaranteed, and the construction quality of the steel pipe column 300 is further guaranteed.
Further, as shown in fig. 1 to 2, the float 20 is a ball-shaped member, and an extension line of the connection cord 30 in a stretched state passes through a center of the ball-shaped member. Specifically, after the steel pipe column 300 is hoisted to the preset position of the pile hole 200, the buoy 20 floats on the water surface 400, at the moment, the connection rope 30 is in a stretched state, because the connection rope 30 in the stretched state passes through the sphere center of the buoy 20 in a spherical structure, when measuring, the top of the spherical part above the water surface 400 is used as a reference point for measurement, and the measuring part 50 is used for measuring the distance between the reference point and the inner wall of the steel pipe column 300, so that the convenience in the measuring process is improved, and the measuring precision is further improved.
Further, as shown in fig. 1 to 2, the steel pipe string hanging-down device 100 further includes a pointer 10 having a tip end, the pointer 10 is connected to the ball and extends along a diameter direction of the ball, the pointer 10 and the connection string 30 in a stretched state are in the same straight line, and the tip end protrudes from the water surface 400. Specifically, after the steel pipe column 300 is hoisted to the preset position of the pile hole 200, the buoy 20 floats on the water surface 400, the connecting rope 30 is in a stretched state, because the connecting rope 30 is in the stretched state, the connecting rope 30 and the pointer 10 are in the same straight line, the tip of the pointer 10 is located above the water surface 400, and the measuring piece 50 is used for measuring the distance between the tip and the inner wall of the steel pipe column 300, so that the convenience in the measuring process is further improved, and the measuring precision is further improved.
Further, the outer surface of the tip is provided with a striking color layer. Specifically, through set up striking colour layer on most advanced surface, be convenient for the observation to the most advanced of pointer 10 among the measurement process to improved measuring efficiency, in addition, further improved measuring precision, makeed the straightness that hangs down of steel-pipe column 300 obtain further improvement.
It should be noted that the eye-catching color layer may be red, blue, green, etc., and the present invention is not limited thereto.
Further, the float 20 is a foam piece. Specifically, the foam piece is light in texture and large in buoyancy, and can effectively ensure traction of the connecting rope 30, so that the connecting rope 30 is effectively straightened, the measurement precision of the perpendicularity of the steel pipe column 300 is further ensured, and the construction quality of the steel pipe column 300 is further ensured.
Further, as shown in fig. 2, the measuring member 50 is a scale. Specifically, the graduated scale is simple in structure, convenient and fast to measure, and capable of effectively improving measuring efficiency and accordingly improving construction efficiency.
Further, the connection string 30 is a nylon thread. Particularly, the nylon line is light in texture and high in strength, fracture in the measuring process can be effectively avoided, effective measurement of the perpendicularity of the steel pipe column 300 is guaranteed, and the construction quality of the steel pipe column 300 is further guaranteed.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (10)

1. The steel pipe column verticality adjusting device is characterized by comprising the following components:
a connecting rope for being disposed below the water surface inside the steel pipe column, one end of the connecting rope being disposed at a center position of a radial cross section of the steel pipe column;
the buoy floats on the water surface and enables the connecting rope to be in a stretched straight state;
and the measuring piece is used for measuring the distance between the inner wall of the steel pipe column and the other end of the connecting rope in a stretched straight state.
2. The steel pipe column verticality adjusting device according to claim 1, further comprising a connecting frame for fitting with an inner wall of the steel pipe column below the water surface, wherein the one end of the connecting rope is connected to the connecting frame.
3. The steel pipe column verticality adjusting device according to claim 2, wherein a connection position is arranged on the connection frame, the connection position is aligned with the central position, and the one end of the connection rope is connected to the connection position.
4. The steel pipe column sagging apparatus of claim 3, wherein the connection bracket comprises:
a first rod-like member;
and the second rod-shaped part is in cross connection with the first rod-shaped part, and the connection position of the second rod-shaped part and the first rod-shaped part is the connection position.
5. The steel pipe column sagging adjusting apparatus of claim 1, wherein the float is a ball-shaped member, and an extension line of the connection string in a straightened state passes through a center of the ball-shaped member.
6. The steel pipe column hanging device according to claim 5, further comprising a pointer having a tip, wherein the pointer is connected to the ball and extends in a diameter direction of the ball, the pointer is aligned with the connection rope in a straightened state, and the tip protrudes from the water surface.
7. The steel pipe column sagging apparatus of claim 6, wherein an outer surface of said tip is provided with a conspicuous color layer.
8. The steel pipe column sagging apparatus of any one of claims 1 to 7, wherein the float is a foam member.
9. The steel pipe column sagging apparatus of any one of claims 1 to 7, wherein the measuring member is a scale.
10. The steel pipe column sagging apparatus of any one of claims 1 to 7, wherein the connection rope is a nylon thread.
CN202021908451.2U 2020-09-03 2020-09-03 Steel pipe column verticality adjusting device Active CN213363656U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021908451.2U CN213363656U (en) 2020-09-03 2020-09-03 Steel pipe column verticality adjusting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021908451.2U CN213363656U (en) 2020-09-03 2020-09-03 Steel pipe column verticality adjusting device

Publications (1)

Publication Number Publication Date
CN213363656U true CN213363656U (en) 2021-06-04

Family

ID=76149056

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021908451.2U Active CN213363656U (en) 2020-09-03 2020-09-03 Steel pipe column verticality adjusting device

Country Status (1)

Country Link
CN (1) CN213363656U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000532A (en) * 2021-11-17 2022-02-01 中国二十冶集团有限公司 Mounting and positioning method for cup-mouth foundation square steel column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000532A (en) * 2021-11-17 2022-02-01 中国二十冶集团有限公司 Mounting and positioning method for cup-mouth foundation square steel column
CN114000532B (en) * 2021-11-17 2023-02-21 中国二十冶集团有限公司 Mounting and positioning method for cup-mouth foundation square steel column

Similar Documents

Publication Publication Date Title
CN213363656U (en) Steel pipe column verticality adjusting device
CN104848834B (en) A kind of self-leveling longitude and latitude instrument apparatus
CN108487340A (en) The anchor connection method anti-pulling device of unit for single-pile vertical anti-pulling static test
CN215105558U (en) Pile core positioning device
CN112284362A (en) Measuring device and method for verticality of steel casing in deep water area
CN212452814U (en) Bored concrete pile pore-forming sediment thickness measurement device
CN218973459U (en) System for measuring three-dimensional space inside underground cavity traversed by engineering drilling
CN211113567U (en) Vibrating wire type pore water pressure gauge embedding device
CN110017130A (en) A kind of underwater directional vehicle hole tester
CN108645376A (en) A kind of telescopic leveling device and its detection method
CN106092013B (en) A kind of device and measurement method for measuring bridge pier column center
CN212620722U (en) Slope gradient measuring device
CN206847544U (en) The real-time detection apparatus of building cracks
CN106918512A (en) A kind of air bubble mix light-textured soil pours phase surface strength and determines device and method of testing
CN2171107Y (en) Movable surveying markers
CN117387578A (en) Device and method for measuring horizontal deflection angle and inclination angle of open-air step blasting blasthole
CN111663456A (en) Ultra-long pile casing construction system and method for integrated process of pier and pile in water
CN206281491U (en) Multipurpose line rod
CN212358328U (en) Foundation pit support anchor rod
CN219671298U (en) Buried device of vibrating wire type pore water pressure gauge
CN110877700B (en) Method for determining center of bulwark cable guide hole
CN113895583B (en) Wind shielding device of plumb bob
CN218628349U (en) Surveying and mapping marker post
CN110901853B (en) Confirm frock at bulwark fairlead center
CN208688513U (en) Wall body vertical degree measuring tool with telescopic device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant