CN215484783U - Anti-tilting system for mounting high-gravity-center stand column - Google Patents

Anti-tilting system for mounting high-gravity-center stand column Download PDF

Info

Publication number
CN215484783U
CN215484783U CN202121860709.0U CN202121860709U CN215484783U CN 215484783 U CN215484783 U CN 215484783U CN 202121860709 U CN202121860709 U CN 202121860709U CN 215484783 U CN215484783 U CN 215484783U
Authority
CN
China
Prior art keywords
column
upright post
upright
rigid
rigid fixing
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
CN202121860709.0U
Other languages
Chinese (zh)
Inventor
田承行
李万鹏
王鹏
李洪毅
杨明
张树志
柴松海
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.)
Beijing Urban Construction Group Co Ltd
Original Assignee
Beijing Urban Construction Group 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 Beijing Urban Construction Group Co Ltd filed Critical Beijing Urban Construction Group Co Ltd
Priority to CN202121860709.0U priority Critical patent/CN215484783U/en
Application granted granted Critical
Publication of CN215484783U publication Critical patent/CN215484783U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model relates to the technical field of transportation or assembly of building components, and discloses an anti-tilt system for mounting a high-gravity-center upright post, which comprises foundation bolts, a tilt angle adjusting device, a rigid fixing rod and rigid connection column feet, wherein the foundation bolts are arranged on a mounting foundation and are used for primarily connecting the upright post to the mounting foundation, the tilt angle adjusting device is respectively connected with the mounting foundation and the upright post to be mounted and is used for adjusting the tilt angle of the upright post, the rigid fixing rod is arranged between the adjacent upright posts and is used for connecting the adjacent upright posts into a whole, and the rigid connection column feet are arranged at the bottom of the upright post to be mounted and are used for finally fixing the upright post on the mounting foundation. In the utility model, the upright posts are connected into a whole through the rigid fixing rod, so that the inclination of the upright posts which occurs randomly can be counteracted, and equipment for fixing the bottoms of the upright posts, such as all anchor bolts and the like, and equipment for preventing inclination, such as cable wind ropes and the like, on site can act on each upright post, namely each upright post is provided with a large number of anchor bolts and cable wind ropes, thereby effectively inhibiting the inclination of the upright posts.

Description

Anti-tilting system for mounting high-gravity-center stand column
Technical Field
The utility model relates to the technical field of transportation or assembly of building components, in particular to an anti-tilting system for mounting a high-gravity-center upright post.
Background
In the building construction, the upright column is a very common bearing component and is responsible for transmitting the weight of the upper layer structure to the lower layer structure or even to the foundation, the installation position and the verticality of the upright column are indexes which have important influence on the bearing capacity of the upper layer structure, the verticality of the upright column has particularly serious influence on the bearing capacity of the upright column, and the upright column can ensure that the weight of the upper layer structure is smoothly transmitted to the lower layer structure only when the upright column is strictly vertical.
The column base is a structure for fixing the upright column on the installation foundation and is divided into a rigid connection column base capable of transmitting shearing force (namely, the bottom of the upright column is not disturbed on the installation foundation) and bending moment (namely, the upright column is not inclined) and a hinged column base capable of transmitting shearing force but not transmitting bending moment. The hinged column base cannot transfer bending moment, so that the column can be askew when the column is subjected to larger horizontal force. The rigid connection column base comprises three types of exposed type (the whole column is positioned on the installation foundation, and the lower end of the rigid connection column base is exposed), external wrapping type (the whole column is positioned on the installation foundation, but the lower end of the rigid connection column base is wrapped up) and embedded type (the lower end of the rigid connection column base is embedded in the installation foundation), the capacity of bearing bending moment is sequentially enhanced, and only one type of the hinged connection column base is exposed.
Due to the requirement of beauty or stress, high-gravity-center columns such as inverted cone columns are sometimes used in building construction, and the columns cannot be stably erected by themselves and cannot be inclined due to high gravity center and can only be installed by adopting rigid connection column feet. However, the rigid-connection column base needs to bear bending moment, so that the structure of the rigid-connection column base is more complex, the installation process of the column adopting the rigid-connection column base is longer, the high-gravity-center column such as an inverted-cone column is easy to tilt, temporary fixing is required in the installation process, the cable wind rope is adopted as a common temporary fixing means at present, the effect is not good, the positioning frame is poorer in effect, and the column cannot be basically prevented from tilting.
The applicant found in actual construction that the inverted-cone-shaped column temporarily fixed by using the guy cable is inclined to some extent again after the column base is completely installed even though the column base is adjusted to be in a vertical state, which is fatal to the concrete-covered column base or the embedded column base because the column base cannot be adjusted again. Increasing the number of guy cables by a large amount (by a factor of 4 or more) reduces the inclination, but this significantly increases the construction costs.
The applicant has also found that in the absence of strong winds, the direction of inclination of the inverted cone uprights is random.
SUMMERY OF THE UTILITY MODEL
The present invention provides an anti-tipping system for high center of gravity column installation.
The technical problem to be solved is that: the high gravity center upright post such as the inverted cone upright post is easy to incline in the installation process, and the common anti-tilting means such as the cable rope, the positioning frame and the like have poor effect.
In order to solve the technical problems, the utility model adopts the following technical scheme: an anti-tilting system for mounting a high-gravity-center upright column is used for mounting an upright column with the gravity center close to the top of the column; including setting up on the installation basis, be used for the rag bolt of stand initial connection on the installation basis, be connected with the installation basis and stand of treating the installation respectively, be used for adjusting the angle of inclination adjusting device at stand angle of inclination, set up between adjacent stand and with adjacent stand even rigid fixation pole as an organic whole to and set up in stand bottom of treating the installation, be used for finally fixing the rigid connection column foot on the installation basis with the stand.
Furthermore, the mounting positions of the stand columns are arranged in a non-collinear manner on the mounting basis, each stand column is fixedly connected with at least two adjacent stand columns through rigid fixing rods, and at least two rigid fixing rods are arranged in the rigid fixing rods extending outwards from each stand column in a non-collinear manner in the projection direction of the rigid fixing rods in the vertical direction.
Furthermore, the installation positions of the upright posts are arranged in a matrix shape on the installation basis, the rigid fixing rods surround to form a grid-shaped structure, and the grid-shaped structure further comprises rigid fixing rods which are arranged on diagonal lines of each grid and used for preventing the grids from deforming.
Furthermore, the inclination angle adjusting device is cable wind ropes radially distributed by taking the stand column as the center, at least three cable wind ropes are arranged on each stand column, and a rope tensioning device is respectively arranged on each cable wind rope.
Further, the rope tightening device is a turn buckle or a rope tightening device with a locking device.
Furthermore, four cable wind ropes are installed on each upright post, the upper end of each cable wind rope is anchored on the side face of the top of each upright post, the lower end of each cable wind rope extends downwards obliquely towards the right east, the right west, the right south and the right north and is anchored on the installation foundation, and the included angle between each cable wind rope and the ground is the same after the cable wind ropes are tightened up.
Furthermore, two ends of each rigid fixing rod are respectively anchored at the top ends of two adjacent stand columns.
Further, the rigid fixing rod is made of section steel and is connected with the upright post through a bolt.
Further, the rigid connection column base is a concrete-covered column base.
Compared with the prior art, the anti-tilting system for mounting the high-gravity-center stand column has the following beneficial effects:
in the utility model, all the stand columns are connected into a whole through the rigid fixing rod, so that the random inclinations of the stand columns can be mutually offset, and all devices for fixing the bottoms of the stand columns such as foundation bolts and the like and devices for preventing the inclination such as cable wind ropes and the like on the site can act on each stand column, namely each stand column is provided with a large number of foundation bolts and cable wind ropes, thereby effectively inhibiting the inclination of the stand columns;
in the utility model, at least two rigid fixing rods among the rigid fixing rods extending outwards from each upright post are not collinear in projection in the vertical direction, thereby ensuring that the inclination of the upright post in each direction can be effectively transmitted to other upright posts;
in the utility model, the rigid fixing rod is horizontally anchored at the top of the upright column, so that the rigid fixing rod can be conveniently installed by utilizing a member for connecting the top of the upright column with the beam, and the inclination of the upright column can be effectively inhibited by small force because the top of the upright column is close to the gravity center of the upright column and is also the region with the largest horizontal displacement when the upright column is inclined;
according to the utility model, the cable rope is provided with the rope tightening device, so that the inclination angle of the upright post is adjusted by adopting a mode of adjusting the length of the cable rope, and the cable rope is prestressed, so that the inclination of the cable rope can be effectively inhibited.
Drawings
FIG. 1 is a schematic view of the mounting system of the present invention in use;
FIG. 2 is a schematic diagram of the arrangement of the rigid fixing rods and the guy cables, wherein a part of the guy cables is shielded by the rigid fixing rods;
wherein, 1-upright post, 2-guy rope and 3-rigid fixing rod.
Detailed Description
1-2, an anti-tilt system for high center of gravity column installation, for installing a column 1 with its center of gravity close to the top of the column; including setting up on the installation basis, be used for with the foundation bolt on the installation basis of stand 1 preliminary connection, be connected with the installation basis and stand 1 of treating the installation respectively, be used for adjusting the angle of inclination adjusting device at stand 1 angle of inclination, set up between adjacent stand 1 and with adjacent stand 1 even rigid fixation pole 3 as an organic whole to and set up in stand 1 bottom of treating the installation, be used for finally fixing the rigid connection column foot on the installation basis with stand 1.
The mounting positions of the upright posts 1 are arranged in a non-collinear manner on the mounting basis, each upright post 1 is at least fixedly connected with two adjacent upright posts 1 through rigid fixing rods 3, and at least two rigid fixing rods 3 are arranged in the rigid fixing rods 3 extending outwards from each upright post 1, and the projections of the two rigid fixing rods 3 in the vertical direction are not collinear. This is done to ensure that any inclination of the column 1 in any direction is effectively transmitted to another column 1.
In actual use, because the columns 1 are not always in the same row, the effect can be achieved only by connecting each column 1 with the adjacent column 1, and certainly, if only one row of columns 1 exists on site, at least one column 1 of each column 1 should be fixed on an area outside the row surface where the row of columns 1 is located, such as on the ground or on a wall, through the rigid fixing rod 3, but the situation is hardly met in actual construction.
In this embodiment, the installation positions of the columns 1 are arranged in a matrix form on the installation basis, the rigid fixing rods 3 enclose a grid-shaped structure, and the grid-shaped structure further includes rigid fixing rods 3 arranged on diagonal lines of each grid and used for preventing deformation of the grid. This effectively fixes the column 1.
The inclination angle adjusting device is cable wind ropes 2 which are radially arranged by taking the upright posts 1 as centers, at least three cable wind ropes 2 are arranged on each upright post 1, and the lower ends of the cable wind ropes 2 are fixed on a mounting base through ground anchors. And each guy rope 2 is provided with a rope tightening device. In actual use, the inclination angle of the upright 1 can be finely adjusted by bolts on adjacent scaffolds in addition to the guy cables 2.
The rope tightening device can be a turn buckle or a rope tightening device with a locking device. Wherein if the upright post 1 is slender, a rope tightener is preferably adopted to obtain a larger adjusting range, and if the upright post 1 is short and thick, a turn buckle is preferably adopted, so that the structure is simple and the adjusting force is larger. Of course, it is also possible to make the guy rope 2 as a double strand rope and then to tighten the double strand rope with a stick if conditions do not allow it.
Four cable wind ropes 2 are installed on each upright post 1, the upper ends of the cable wind ropes 2 are respectively anchored on the side surfaces of the top of the upright post 1, the lower ends of the cable wind ropes 2 extend obliquely downwards to the right east, the right west, the right south and the right north and are anchored on an installation basis, and the included angles between the cable wind ropes 2 and the ground after being tightened up are the same. The purpose of this is to facilitate adjustment of the tilt angle in cooperation with the coordinate system.
Two ends of each rigid fixing rod 3 are respectively anchored at the top ends of two adjacent upright posts 1. Therefore, the installation of the rigid fixing rod 3 is facilitated by utilizing a member for connecting the top of the upright post 1 with the beam, and the inclination of the upright post 1 can be effectively inhibited by small force because the top of the upright post 1 is close to the gravity center of the upright post 1 and is also the area with the maximum horizontal displacement when the upright post 1 is inclined.
The rigid fixing rod 3 is made of section steel and is connected with the upright post 1 through a bolt. In this embodiment, a square steel tube of 400mm by 200mm by 8mm is selected as the rigid fixing rod 3.
A method of using an anti-roll system for high center of gravity column installation comprising the steps of:
the method comprises the following steps: hoisting the upright post 1, and connecting the lower end of the upright post 1 to a mounting position on a mounting foundation, so that the lower end of the upright post 1 cannot move in a horizontal plane, but the inclination angle is adjustable; in this embodiment, the lower end of the vertical column 1 is anchored on the installation base by using anchor bolts to form a hinge column base for temporary fixation, and the inclination angle of the vertical column 1 itself can be adjusted.
Step two: an inclination angle adjusting device is respectively arranged on each upright post 1.
Step three: and measuring and adjusting the inclination angle of the upright post 1 to ensure that the upright post 1 is vertical to the ground, and then locking the inclination angle adjusting device to ensure that the upright post 1 is kept in a vertical state.
Step four: the adjacent upright posts 1 are fixedly connected into a whole through rigid fixing rods 3, and the rigid fixing rods 3 are horizontally arranged, are installed at a height close to the gravity center of the upright posts 1 and are detachably connected with the upright posts 1;
in the embodiment, the rigid fixing rod 3 is installed on the scaffold, the scaffold is also used for upper-layer structure construction, and the rigid fixing rod 3 and the guy rope 2 are fixed on the top of the upright post 1, so that the working surfaces of different parts are the same, and the same set of scaffold can be used for construction. Note that, when the rigid fixing rod 3 is installed, the tilt angle of the upright 1 needs to be monitored at any time, so as to ensure that the upright 1 is vertical after the rigid fixing rod 3 is installed.
Step five: fixing the upright post 1 on an installation foundation by using a rigid connection post base to enable the inclination angle of the upright post 1 to be invariable, and then removing the inclination angle adjusting device and the rigid fixing rod 3;
in this embodiment, the rigid connection column shoe is a concrete-covered column shoe, and the inclination angle adjusting device and the rigid fixing rod 3 are removed after the concrete of the concrete-covered column shoe is solidified, and the embedded column shoe is similar in that the inclination angle adjusting device and the rigid fixing rod 3 can be removed only after the concrete is solidified.
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 (9)

1. An anti-tilt system for the installation of a high-centre-of-gravity column, for the installation of a column (1) with a centre of gravity close to the top of the column; the method is characterized in that: comprises foundation bolts which are arranged on an installation foundation and are used for preliminarily connecting an upright post (1) to the installation foundation,
an inclination angle adjusting device which is respectively connected with the installation foundation and the upright post (1) to be installed and is used for adjusting the inclination angle of the upright post (1),
a rigid fixing rod (3) which is arranged between the adjacent upright posts (1) and connects the adjacent upright posts (1) into a whole,
and a rigid connection column base which is arranged at the bottom of the column (1) to be installed and is used for fixing the column (1) on an installation foundation finally.
2. An anti-tipping system for high center of gravity column installation according to claim 1, wherein: the mounting positions of the stand columns (1) are arranged in a non-collinear manner on the mounting basis, each stand column (1) is at least fixedly connected with two adjacent stand columns (1) through rigid fixing rods (3), and at least two rigid fixing rods (3) are arranged in a non-collinear manner in the projection of the rigid fixing rods (3) in the vertical direction in each rigid fixing rod (3) extending outwards from each stand column (1).
3. An anti-tipping system for high center of gravity column installation according to claim 2, wherein: the mounting positions of the upright posts (1) are arranged in a matrix shape on the mounting basis, the rigid fixing rods (3) enclose a grid-shaped structure, and the grid-shaped structure further comprises rigid fixing rods (3) which are arranged on the diagonal line of each grid and used for preventing the grids from deforming.
4. An anti-tipping system for high center of gravity column installation according to claim 1, wherein: the inclination angle adjusting device is cable wind ropes (2) which are radially arranged by taking the upright posts (1) as the center, at least three cable wind ropes (2) are arranged on each upright post (1), and rope tightening devices are respectively arranged on the cable wind ropes (2).
5. An anti-tilt system for high center of gravity column installation according to claim 4, wherein: the rope tightening device is a turn buckle or a rope tightening device with a locking device.
6. An anti-tilt system for high center of gravity column installation according to claim 4, wherein: four cable wind ropes (2) are arranged on each upright post (1), the upper ends of the cable wind ropes (2) are respectively anchored on the side surfaces of the top of the upright post (1), the lower ends of the cable wind ropes extend downwards obliquely towards the right east, the right west, the right south and the right north and are anchored on an installation basis, and included angles between the cable wind ropes (2) and the ground after being tightened up are the same.
7. An anti-tipping system for high center of gravity column installation according to claim 1, wherein: two ends of each rigid fixing rod (3) are respectively anchored at the top ends of two adjacent upright posts (1).
8. An anti-tipping system for high center of gravity column installation according to claim 1, wherein: the rigid fixing rod (3) is made of section steel and is connected with the upright post (1) through a bolt.
9. An anti-tipping system for high center of gravity column installation according to claim 1, wherein: the rigid connection column base is a concrete-covered column base.
CN202121860709.0U 2021-08-10 2021-08-10 Anti-tilting system for mounting high-gravity-center stand column Active CN215484783U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121860709.0U CN215484783U (en) 2021-08-10 2021-08-10 Anti-tilting system for mounting high-gravity-center stand column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121860709.0U CN215484783U (en) 2021-08-10 2021-08-10 Anti-tilting system for mounting high-gravity-center stand column

Publications (1)

Publication Number Publication Date
CN215484783U true CN215484783U (en) 2022-01-11

Family

ID=79757932

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121860709.0U Active CN215484783U (en) 2021-08-10 2021-08-10 Anti-tilting system for mounting high-gravity-center stand column

Country Status (1)

Country Link
CN (1) CN215484783U (en)

Similar Documents

Publication Publication Date Title
US9388547B2 (en) Device for anchoring constructions in the ground
US6546686B2 (en) Balanced stabilization system
CN213234203U (en) Disc buckle type upright column ladder cage scaffold
US5072555A (en) Super high-rise tower
CN210507456U (en) Standardized lower pedestrian crossing of hanging down of deep basal pit can have enough to meet need
US6343445B1 (en) Tower structure
CN215484783U (en) Anti-tilting system for mounting high-gravity-center stand column
CN113565334B (en) Anti-tilting mounting method and system for high-gravity-center stand column
CN209799403U (en) Anti-destabilization column base anchor bolt support
RU111566U1 (en) FAST SUPPORT FOR TWO-CHAIN ELECTRIC TRANSMISSION LINES
CN216920302U (en) Pre-buried steel column transfers system of hanging down
CN216889746U (en) All-terrain insulating tower for distribution line pole tower operation and inverted lifting device thereof
JP2013243201A (en) Solar panel unit, solar panel device, and installation method of solar panel
CN215055324U (en) High-rise structure construction device
CN212295608U (en) System for stabilizing climbing scaffold
CN113047593A (en) Construction method of cantilever beam scaffold
CN219614775U (en) Frame construction faces limit and prevents high safety rope of weighing down and hangs and establish fixing device
CN216781769U (en) A strorage device for prefabricated stand of assembled bridge
CN214368976U (en) Monitoring rod
CN114508169B (en) Fabricated platform based on concrete single-cantilever beam and construction method thereof
CN219490701U (en) Assembled hanging platform
CN215759150U (en) Construction elevator foundation device
CN219672083U (en) Wall connecting construction device suitable for large-span large-layer high outer scaffold
CN219909039U (en) Photovoltaic support and assembly installation supporting structure
CN213296082U (en) Aerial work platform

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant