CN118187465A - Truss and upright post construction method - Google Patents

Truss and upright post construction method Download PDF

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Publication number
CN118187465A
CN118187465A CN202410422762.4A CN202410422762A CN118187465A CN 118187465 A CN118187465 A CN 118187465A CN 202410422762 A CN202410422762 A CN 202410422762A CN 118187465 A CN118187465 A CN 118187465A
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CN
China
Prior art keywords
truss
upright post
upright
column
lifting
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.)
Pending
Application number
CN202410422762.4A
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Chinese (zh)
Inventor
鲁进
张文杰
刘雨鑫
祁元程
周贵川
陈云
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 Science and Industry Corp Ltd
Original Assignee
China Construction Steel Structure Corp 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 Steel Structure Corp Ltd filed Critical China Construction Steel Structure Corp Ltd
Priority to CN202410422762.4A priority Critical patent/CN118187465A/en
Publication of CN118187465A publication Critical patent/CN118187465A/en
Pending legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/162—Handles to carry construction blocks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/18—Adjusting tools; Templates

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention relates to the technical field of steel structure construction, and discloses a construction method of a truss and an upright post, which comprises the following steps: one end of the upright post is movably connected to the first supporting structure; lifting the other end of the upright post by adopting a first lifting device, and adjusting the inclination angle of the upright post to a preset angle; lifting the truss by adopting a second lifting device, and adjusting the truss to a preset position; one end of the truss is fixedly connected to the second supporting structure, and the other end of the truss is fixedly connected with the other end of the upright post. Through hoisting after connecting one end of the upright post with the first supporting structure, only the other end of the upright post is connected with the truss, so that the workload can be reduced, and the construction efficiency can be improved; the upright posts and the trusses are respectively hoisted by adopting the first hoisting device and the second hoisting device, so that labor can be saved, and hoisting difficulty can be reduced; through adopting first hoist device and second hoist device to support fixedly in the sky stand and truss, easy operation saves construction cost.

Description

Truss and upright post construction method
Technical Field
The invention relates to the technical field of steel structure construction, in particular to a construction method of a truss and an upright post.
Background
The steel structure has the advantages of structural diversity, attractive appearance, environmental protection, large single-layer span, high construction speed and the like, and is widely applied to the building industry. Steel structure buildings are usually composed of complex structures, and new construction schemes are required to improve construction efficiency and ensure stability of the structure in the construction process.
When the outer side of the truss main body structure is provided with the cantilever truss, one end of the cantilever truss needs to be welded and fixed with the truss main body structure, but the bearing capacity of the cantilever truss is very low, and collapse and other accidents are easy to occur when natural disasters such as special weather or earthquakes are encountered. In order to improve the bearing capacity of the cantilever truss, the other end part of the cantilever truss can be supported through the upright post, namely, the upper end part of the upright post is fixed with the cantilever truss, and the lower end part of the upright post is fixed on the main body structure.
In order to fix the cantilever truss above the upright post, the prior art discloses a construction method for rear swing installation of a combined inclined post connected with the truss, which comprises the following steps: mounting a roof truss 01 on a temporary support frame 02; lifting the inclined column 04 by adopting an automobile crane 03; a person manually pulls the first traction rope 05, rotates the inclined column 04, and fixes the top end of the inclined column 04 on the roof truss 01; another person manually pulls the second traction rope 06 to rotate the inclined column 04, and the bottom end of the inclined column 04 is fixed on the V-shaped column bottom section 07.
According to the construction method, the positions of the upper end and the lower end of the inclined column 04 are adjusted by matching the automobile crane 03 with manpower, so that the inclined column 04 is fixed with the roof truss 01 and the V-shaped column bottom section 07. However, this construction method is cumbersome in steps and low in construction efficiency.
Disclosure of Invention
In view of the above, the invention provides a construction method of a truss and an upright post, which aims to solve the problems of complicated steps and low construction efficiency of the truss and the upright post during construction.
The invention provides a construction method of a truss and an upright post, which comprises the following steps:
One end of the upright post is movably connected to the first supporting structure;
Lifting the other end of the upright post by adopting a first lifting device, and adjusting the inclination angle of the upright post to a preset angle;
lifting the truss by adopting a second lifting device, and adjusting the truss to a preset position;
one end of the truss is fixedly connected to the second supporting structure, and the other end of the truss is fixedly connected with the other end of the upright post.
The beneficial effects are that: the upright posts are used for supporting the truss, so that the bearing capacity of the truss can be improved; one end of the upright post is movably connected to the first supporting structure, so that the inclination angle of the upright post after being lifted can be adjusted, and the upright post is convenient to connect with the other end of the truss; through hoisting after connecting one end of the upright post with the first supporting structure, only the other end of the upright post is connected with the truss, so that the workload can be reduced, and the construction efficiency can be improved; the upright posts and the trusses are respectively hoisted by adopting the first hoisting device and the second hoisting device, so that the hoisting can be realized by only two operators, the labor can be saved, and the hoisting difficulty can be reduced; through adopting first hoist device and second hoist device to support fixedly stand and truss in the sky, need not use other reinforced structures or support bed-jig, easy operation saves construction cost.
In an alternative embodiment, a connecting piece is arranged at the other end of the truss and/or on the upright post, and the truss is fixedly connected with the upright post through the connecting piece;
the other end of the truss is fixedly connected with the other end of the upright post, and the method specifically comprises the following steps:
And cutting part of the connecting piece according to the relative position of the other end of the truss and the other end of the upright post, and fixedly connecting the other end of the truss with the other end of the upright post.
The beneficial effects are that: through setting up the connecting piece, can cut according to the distance between stand and the truss for the stand is easier with being connected of truss, more can carry out the accurate positioning to the position of truss and stand.
In an alternative embodiment, the connector comprises:
one end of the first connecting piece is fixedly connected to the truss or the upright post;
And one end of the second connecting piece is rotationally connected with the other end of the first connecting piece, and the other end of the second connecting piece is fixedly connected with the upright post or the truss.
The beneficial effects are that: through rotating first connecting piece and second connecting piece and being connected, after overall structure construction is accomplished, the stand can offset the deformation of truss through rotating the connection when receiving the exogenic action, plays bearing, antidetonation, wind-resistant effect.
In an alternative embodiment, after the other end of the upright is lifted by using the first lifting device and the inclination angle of the upright is adjusted to a preset angle, the method further includes:
And fixing the upright post and the first supporting structure by adopting a fixing piece.
The beneficial effects are that: through setting up the mounting, can prevent that the stand from rotating, and then change the inclination of stand that has adjusted.
In an alternative embodiment, after fixedly connecting one end of the truss to the second support structure and the other end is fixedly connected to the other end of the upright, the truss further comprises:
and a supporting piece is arranged between two adjacent upright posts.
The beneficial effects are that: through setting up support piece between two adjacent stands, can improve the wholeness of structure, the atress is more even, and the bearing capacity is higher.
In an alternative embodiment, after fixedly connecting one end of the truss to the second support structure and the other end is fixedly connected to the other end of the upright, or after providing a support between two adjacent uprights, the truss further comprises:
Removing the fixing piece;
and/or removing the first lifting device and the second lifting device.
In an alternative embodiment, a plurality of upright posts and trusses are respectively arranged, and the plurality of upright posts and the plurality of trusses are respectively constructed from two sides of the first support structure to the middle.
The beneficial effects are that: through constructing stand and truss from the both sides to the centre of first bearing structure, the assembly is more convenient, only need revise the size of a component can, easy operation saves the time limit for a project.
In an alternative embodiment, before the end of the upright is movably connected to the first support structure, the method further comprises:
the truss is fabricated on the ground.
The beneficial effects are that: and the truss is manufactured on site, so that the transportation of the components is facilitated.
In an alternative embodiment, the first lifting device lifts the upright post through a lifting member, two lifting portions are arranged on the upright post, and two ends of the lifting member are respectively connected with the two lifting portions.
The beneficial effects are that: through setting up two hoist and mount portions, can prevent that the stand from being unstable at hoist and mount in-process focus, cause rocking and arouse the potential safety hazard.
In an alternative embodiment, one end of the lifting member is provided with an adjusting member, the adjusting member is connected with the end of the lifting member and the lifting portion, and the adjusting member is adapted to adjust the inclination angle of the upright.
The beneficial effects are that: through setting up the regulating part between hoist and mount spare and stand, can adjust the inclination of stand through the length of control regulating part, and then make the other end of stand and the other end alignment of truss.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are needed in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the present invention, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic illustration of the steps of a prior art construction method for rear swing installation of a composite diagonal column connected to a truss;
fig. 2 is a schematic structural view of a lifting column according to an embodiment of the present invention;
FIG. 3 is a schematic view of a lifting truss according to an embodiment of the present invention;
FIG. 4 is a schematic view of a structure of a truss and column fixedly connected according to an embodiment of the present invention;
Fig. 5 is a schematic structural view of a cross bar disposed between adjacent columns according to an embodiment of the present invention.
Reference numerals illustrate:
01. roof truss; 02. a temporary support frame; 03. an automobile crane; 04. a diagonal column; 05. a first traction rope; 06. a second traction rope; 07. v-shaped column bottom section;
1. A column; 11. a hoisting part; 21. a first support structure; 22. a second support structure; 3. a first hoisting device; 4. a second hoisting device; 5. truss; 6. a connecting piece; 61. a first connector; 62. a second connector; 7. a fixing member; 8. a support; 9. hoisting the piece; 10. an adjusting member.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Embodiments of the present invention are described below with reference to fig. 2 to 5.
According to an embodiment of the invention, there is provided a construction method of a truss and a column, including the steps of: one end of the upright 1 is movably connected to a first supporting structure 21; lifting the other end of the upright column 1 by adopting a first lifting device 3, and adjusting the inclination angle of the upright column 1 to a preset angle; lifting the truss 5 by adopting a second lifting device 4, and adjusting the truss 5 to a preset position; one end of the truss 5 is fixedly connected to the second support structure 22, and the other end is fixedly connected to the other end of the upright 1.
The bearing capacity of the truss 5 can be improved by adopting the upright posts 1 to support the truss 5; one end of the upright 1 is movably connected to the first supporting structure 21, so that the inclination angle of the upright 1 after being lifted can be adjusted, and the upright is convenient to connect with the other end of the truss 5; by connecting one end of the upright post 1 with the first supporting structure 21 and then hoisting, only the other end of the upright post 1 is connected with the truss 5, so that the workload can be reduced and the construction efficiency can be improved; through adopting the first hoisting device 3 and the second hoisting device 4 to hoist the upright post 1 and the truss 5 respectively, only two operators are needed to realize hoisting, so that labor force can be saved, and hoisting difficulty is reduced; through adopting first hoist device 3 and second hoist device 4 to support fixed to stand 1 and truss 5 in the sky, need not use other reinforced structures or support bed-jig, easy operation saves construction cost.
The first supporting structure 21 is a main structure, such as a ground or a truss roof, the upright 1 is specifically connected to an upper chord member of the truss roof, and the upper chord member is connected with the upright 1 through a pin shaft; the truss 5 is an outward-cantilever truss, the second support structure 22 is a truss main structure, and one end of the truss 5 is welded and fixed with the truss main structure; the first hoisting device 3 and the second hoisting device 4 are cranes. As an alternative embodiment, the first support structure 21 may be a steel beam or a steel column, or other support structure, without being limited thereto. As an alternative embodiment, the second support structure 22 may be a steel beam or column, or may be another main structure, without being limited thereto. As an alternative embodiment, the first hoisting device 3 and the second hoisting device 4 may be other hoisting devices such as a crane or a hoist, and are not limited in this way.
Before movably connecting one end of the upright 1 to the first supporting structure 21, the present embodiment further includes: truss 5 is fabricated on the ground. By making the truss 5 in situ, the transportation of the components is facilitated. As an alternative embodiment, the truss 5 may be manufactured in a factory when it is small.
As shown in fig. 2, the first lifting device 3 in this embodiment lifts the upright 1 through the lifting member 9, two lifting portions 11 are provided on the upright 1, and two ends of the lifting member 9 are connected to the two lifting portions 11, respectively. Wherein the hoisting piece 9 is a steel wire rope, and the steel wire rope is provided with one hoisting piece; the two hoisting parts 11 are respectively arranged at the positions 1/4 of the distance from the end part of the upright post 1. By arranging the two hoisting parts 11, the unstable gravity center of the upright 1 in the hoisting process can be prevented, and the potential safety hazard is caused by shaking. As an alternative embodiment, four or six hoisting portions 11 may be provided, two or three corresponding wire ropes may be provided, and the number of hoisting portions 11 and wire ropes may be determined according to the weight and hoisting height of the column 1, without being excessively limited. As an alternative embodiment, the lifting member 9 may be a sling or a chain block. As an alternative embodiment, the hanging portion 11 may be provided at a position 1/3 away from the end of the column 1, or may be provided at another position of the column 1, and the present invention is not limited thereto.
Further, as shown in fig. 2, one end of the lifting member 9 is provided with an adjusting member 10, two ends of the adjusting member 10 are respectively connected with the end of the lifting member 9 and the lifting portion 11, and the adjusting member 10 is suitable for adjusting the inclination angle of the upright 1. Wherein, the adjusting piece 10 is a chain block, namely a chain block. By arranging the adjusting piece 10 between the hoisting piece 9 and the upright 1, the inclination angle of the upright 1 can be adjusted by controlling the length of the adjusting piece 10, and then the other end of the upright 1 is aligned with the other end of the truss 5. As an alternative embodiment, the hoisting member 9 may be provided with an adjusting member 10 at both ends, and the limitation is not made here. As an alternative embodiment, one end of the lifting member 9 may be connected to the first lifting device 3, the other end is connected to the upright 1, and the lifting portion 11 of the upright 1 is disposed at one end of the upright 1 away from the first supporting structure 21, so that the inclination angle of the upright 1 may be adjusted by adjusting the lifting height of the first lifting device 3.
As shown in fig. 2, in this embodiment, after the first lifting device 3 is used to lift the other end of the upright 1 and adjust the inclination angle of the upright 1 to a preset angle, the method further includes: the fixing member 7 is used to fix the upright 1 to the first support structure 21. Wherein, the fixing piece 7 is I-steel, and the I-steel is vertically arranged between the upright post 1 and the first supporting structure 21. Through setting up mounting 7, can prevent that stand 1 from rotating, and then change the inclination of stand 1 that has adjusted. As an alternative embodiment, the fastening element 7 may also be a steel plate or another structure adapted to the connection of the upright 1 and the first support structure 21.
As shown in fig. 3 to 4, the other end of the truss 5 in this embodiment is provided with a connecting member 6, and the truss 5 and the upright 1 are fixedly connected by the connecting member 6. Wherein, with the other end fixed connection of truss 5 with the other end of stand 1, specifically include: according to the relative position of the other end of the truss 5 and the other end of the upright 1, after part of the connecting piece 6 is cut off, the other end of the truss 5 is fixedly connected with the other end of the upright 1. Wherein the connecting piece 6 is of a steel plate structure. Further, when the size of the connection member 6 is insufficient, so that the truss 5 cannot be connected to the column 1, one connection member 6 is welded on the basis of the connection member 6. Through setting up connecting piece 6, can cut according to the distance between stand 1 and the truss 5 for the stand 1 is easier with the connection of truss 5, more can carry out the accurate positioning to the position of truss 5 and stand 1. As an alternative embodiment, the connecting member 6 may be provided on the column 1, or the connecting member 6 may be welded and fixed to the column 1 and the truss 5 after all of the columns 1 and the truss 5 are lifted.
As shown in fig. 3, the connector 6 in the present embodiment includes: a first connecting member 61 having one end fixedly connected to the truss 5; and one end of the second connecting piece 62 is rotationally connected with the other end of the first connecting piece 61, and the other end of the second connecting piece is fixedly connected with the upright 1. Specifically, the first connecting piece 61 and the second connecting piece 62 are hinged; the second connector 62 is lengthened, and when cutting is required, the extension portion of the second connector 62 is cut away. Through rotating first connecting piece 61 and second connecting piece 62 to be connected, after overall structure construction is accomplished, stand 1 can offset the deformation of truss 5 through rotating the connection when receiving the exogenic action, plays bearing, antidetonation, wind-resistant effect.
As shown in fig. 5, in this embodiment, after one end of the truss 5 is fixedly connected to the second support structure 22, and the other end is fixedly connected to the other end of the upright 1, the method further includes: a support 8 is provided between two adjacent uprights 1. In particular, the support 8 is a steel cross beam. By arranging the supporting piece 8 between the two adjacent upright posts 1, the structural integrity can be improved, the stress is more uniform, and the bearing capacity is higher. As an alternative embodiment, the support members 8 may not be provided, or the support members 8 may be provided at intervals.
The plurality of columns 1 and the plurality of trusses 5 are respectively arranged, and the plurality of columns 1 and the plurality of trusses 5 are respectively constructed from two sides of the first supporting structure 21 to the middle. By constructing the upright 1 and the truss 5 from the two sides of the first supporting structure 21 to the middle, the assembly is more convenient, only the size of the middle supporting piece 8 needs to be corrected, the operation is simple, and the construction period is saved. As an alternative embodiment, the plurality of columns 1 and the plurality of trusses 5 may be constructed from the middle to both sides of the first support structure 21.
After the support member 8 is disposed between the adjacent two columns 1 in this embodiment, the present embodiment further includes: removing the fixing piece 7; the first hoisting device 3 and the second hoisting device 4 are removed. As an alternative embodiment, it is also possible to provide a support 8 between two adjacent uprights 1 after the removal of the fixing element 7, and then to remove the first lifting device 3 and the second lifting device 4; alternatively, after removing the first hoisting device 3 and the second hoisting device 4, the support member 8 is arranged between the two adjacent columns 1, and then the fixing member 7 is removed; or, after removing the first hoisting device 3 and the second hoisting device 4, the fixing member 7 is removed, and then the supporting member 8 is arranged between the two adjacent columns 1; or, after the supporting piece 8 is arranged between the two adjacent upright posts 1, the first hoisting device 3 and the second hoisting device 4 are removed, and then the fixing piece 7 is removed; alternatively, after the fixing member 7 is removed, the first hoisting device 3 and the second hoisting device 4 are removed, and then the supporting member 8 is disposed between the adjacent two columns 1.
Although embodiments of the present invention have been described in connection with the accompanying drawings, various modifications and variations may be made by those skilled in the art without departing from the spirit and scope of the invention, and such modifications and variations fall within the scope of the invention as defined by the appended claims.

Claims (10)

1. The construction method of the truss and the upright post is characterized by comprising the following steps:
one end of the upright post (1) is movably connected to the first supporting structure (21);
Lifting the other end of the upright post (1) by adopting a first lifting device (3), and adjusting the inclination angle of the upright post (1) to a preset angle;
lifting the truss (5) by adopting a second lifting device (4), and adjusting the truss (5) to a preset position;
one end of the truss (5) is fixedly connected to the second supporting structure (22), and the other end of the truss is fixedly connected with the other end of the upright post (1).
2. The truss and upright construction method according to claim 1, characterized in that the other end of the truss (5) and/or the upright (1) is provided with a connecting piece (6), and the truss (5) and the upright (1) are fixedly connected through the connecting piece (6);
Fixedly connecting the other end of the truss (5) with the other end of the upright post (1), and comprises the following steps:
And cutting out part of the connecting piece (6) according to the relative position of the other end of the truss (5) and the other end of the upright post (1), and fixedly connecting the other end of the truss (5) and the other end of the upright post (1).
3. The truss and column construction method according to claim 2, characterized in that the connection piece (6) comprises:
A first connecting piece (61), one end of which is fixedly connected to the truss (5) or the upright (1);
And one end of the second connecting piece (62) is rotationally connected with the other end of the first connecting piece (61), and the other end of the second connecting piece is fixedly connected with the upright post (1) or the truss (5).
4. A truss and column construction method according to any one of claims 1-3, characterized in that after lifting the other end of the column (1) with a first lifting device (3) and adjusting the angle of inclination of the column (1) to a preset angle, it further comprises:
and fixing the upright post (1) and the first supporting structure (21) by adopting a fixing piece (7).
5. The truss and column construction method according to claim 4, characterized in that after fixedly connecting one end of the truss (5) to the second support structure (22) and the other end to the other end of the column (1), it further comprises:
a support (8) is arranged between two adjacent columns (1).
6. The truss and column construction method according to claim 5, characterized in that after fixedly connecting one end of the truss (5) to a second support structure (22) and the other end to the other end of the column (1), or after arranging a support (8) between two adjacent columns (1), it further comprises:
-removing the fixing (7);
and/or removing the first lifting device (3) and the second lifting device (4).
7. A truss and column construction method according to any one of claims 1-3, characterized in that the columns (1) and the trusses (5) are provided in plural, respectively, and that the columns (1) and the trusses (5) are constructed from both sides of the first support structure (21) to the middle, respectively.
8. A truss and column construction method according to any one of claims 1-3, characterized in that before the end of the column (1) is movably connected to the first support structure (21), it further comprises:
-making said truss (5) on the ground.
9. A construction method of a truss and a column according to any one of claims 1-3, wherein the first hoisting device (3) is used for hoisting the column (1) through hoisting pieces (9), two hoisting parts (11) are arranged on the column (1), and two ends of the hoisting pieces (9) are respectively connected with the two hoisting parts (11).
10. The truss and column construction method according to claim 9, characterized in that one end of the lifting element (9) is provided with an adjusting element (10), the adjusting element (10) is connected with the end of the lifting element (9) and the lifting part (11), and the adjusting element (10) is adapted to adjust the inclination angle of the column (1).
CN202410422762.4A 2024-04-09 2024-04-09 Truss and upright post construction method Pending CN118187465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202410422762.4A CN118187465A (en) 2024-04-09 2024-04-09 Truss and upright post construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202410422762.4A CN118187465A (en) 2024-04-09 2024-04-09 Truss and upright post construction method

Publications (1)

Publication Number Publication Date
CN118187465A true CN118187465A (en) 2024-06-14

Family

ID=91405009

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202410422762.4A Pending CN118187465A (en) 2024-04-09 2024-04-09 Truss and upright post construction method

Country Status (1)

Country Link
CN (1) CN118187465A (en)

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