CN113463932A - Steel column verticality correction device for high-rise steel structure - Google Patents

Steel column verticality correction device for high-rise steel structure Download PDF

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Publication number
CN113463932A
CN113463932A CN202110708307.7A CN202110708307A CN113463932A CN 113463932 A CN113463932 A CN 113463932A CN 202110708307 A CN202110708307 A CN 202110708307A CN 113463932 A CN113463932 A CN 113463932A
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CN
China
Prior art keywords
wall
column
steel structure
steel
movably connected
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.)
Withdrawn
Application number
CN202110708307.7A
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Chinese (zh)
Inventor
胡俊元
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.)
Wuhan Daren Alliance Real Estate Investment Development Co ltd
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Wuhan Daren Alliance Real Estate Investment Development 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 Wuhan Daren Alliance Real Estate Investment Development Co ltd filed Critical Wuhan Daren Alliance Real Estate Investment Development Co ltd
Priority to CN202110708307.7A priority Critical patent/CN113463932A/en
Publication of CN113463932A publication Critical patent/CN113463932A/en
Withdrawn legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates
    • E04G21/1841Means for positioning building parts or elements
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • G01C15/10Plumb lines

Abstract

The invention discloses a steel column verticality correction device for a high-rise steel structure, and relates to the technical field of steel column verticality correction devices; to correct for perpendicularity; including mounting bracket and centre gripping fixed establishment, the mounting bracket both sides inner wall is provided with same guide pillar, guide pillar circumference outer wall is provided with the backplate, backplate one side outer wall is provided with circular post, circular post one side outer wall is provided with square board, square board one side outer wall is provided with the holding frame, square board top inner wall bonds has the string, the string bottom has hung the gravity ball. The steel structure can be clamped by the clamping and fixing mechanism, when the perpendicularity of the steel structure deviates, the thin rope is perpendicular to the horizontal plane under the action of gravity of the gravity ball, so that certain angle deviation is generated between the thin rope and the protractor, and the deviation angle is read, so that the subsequent correction of the perpendicularity of the steel structure can be facilitated.

Description

Steel column verticality correction device for high-rise steel structure
Technical Field
The invention relates to the technical field of steel column verticality correction devices, in particular to a steel column verticality correction device for a high-rise steel structure.
Background
The high-rise steel construction need be adjusted the straightness that hangs down between steel construction and the horizontal plane at the in-process that carries out the construction to guarantee the security of high-rise building construction, present steel construction orthotic devices are because the structure is comparatively complicated at the in-process that uses, and the installation has inconveniently, need many people to cooperate just can carry out the correction of straightness that hangs down, consequently need design a straightness orthotic devices that hangs down and can effectively improve the efficiency that detects and correct.
Through the retrieval, chinese patent application number is CN 201821475169.2's patent, discloses a perpendicular orthotic devices of steel construction steel column, including left side seat dish and right side seat dish, the equal swing joint of left side fixing base and right side fixing base internal surface has adjusting device, including the alignment jig, the alignment jig right side intermediate position rotates and is connected with the movable rod, alignment jig left side intermediate position threaded connection has the threaded rod, the alignment jig openly all is provided with the scale with the position that the back is located the threaded rod top.
Although a perpendicular orthotic devices of steel construction steel column in above-mentioned patent can utilize adjustable device to detect the straightness that hangs down of steel column, nevertheless need many people to rotate the alignment jig at the in-process that detects to make the operation degree of difficulty increase, make detection efficiency lower.
Disclosure of Invention
The invention aims to solve the defects that in the prior art, a plurality of persons need to rotate an adjusting frame in the detection process, so that the operation difficulty is increased, and the detection efficiency is low.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a high-rise steel column straightness orthotic devices that hangs down for steel construction, includes mounting bracket and centre gripping fixed establishment, mounting bracket both sides inner wall is provided with same guide pillar, guide pillar circumference outer wall is provided with the backplate, backplate one side outer wall is provided with circular post, circular post one side outer wall is provided with square board, square board one side outer wall is provided with the holding frame, square board top inner wall bonds and has the string, the string bottom has hung the gravity ball, circular post circumference outer wall is provided with the guard box, guard box one side inner wall joint has the transparent plate, mounting bracket one side outer wall is provided with the handle.
Preferably: the clamping and fixing mechanism comprises two sliding seats and two T-shaped columns, the two sliding seats are movably connected to the outer wall of the circumference of the guide pillar, the two T-shaped columns are movably connected to the outer wall of one side of the two sliding seats respectively, and a fixing plate is arranged on the outer wall of one side of each T-shaped column.
Preferably: the equal swing joint of fixed plate both sides inner wall has two return bends, return bend one side outer wall has the screens board through threaded connection, screens board one side inner wall and fixed plate one side outer wall joint have same spring, and two return bend one side outer walls that are located the homonymy are provided with same holding frame, holding frame inner wall swing joint has the grip roller.
Preferred for the present invention are: and a T-shaped plate is arranged on the outer wall of the other side of the T-shaped column.
As a preferable aspect of the present invention: the mounting bracket inner wall has the threaded rod through threaded connection, threaded rod one side outer wall swing joint has the sideslip frame.
As a preferable aspect of the present invention: the inner wall of the transverse moving frame is movably connected with two connecting rods, and one ends of the two connecting rods, far away from the transverse moving frame, are respectively and movably connected with the inner walls of the two sliding seats.
Further: two limiting holes are formed in the outer wall of one side of the sliding seat, and a rectangular plate is arranged on the outer wall of the circumference of the T-shaped column.
As a further scheme of the invention: the rectangular plate inner wall swing joint has two I-shaped posts, I-shaped post one side outer wall is provided with spacing post.
As a still further scheme of the invention: the outer wall of the bottom of the transverse moving frame is provided with a hollow cylinder, the inner wall of the hollow cylinder is movably connected with a universal ball, and the spherical outer wall of the universal ball is connected with a screw rod through threads.
As a still further scheme of the invention: the outer wall of the circumference of the screw rod is connected with a sleeve through threads, and a supporting disk is arranged on the outer wall of the bottom of the sleeve.
The invention has the beneficial effects that:
1. can carry out the centre gripping to the steel construction through being provided with centre gripping fixed establishment, when the steel construction straightness that hangs down the deviation appears, because the string is perpendicular with the horizontal plane under the effect of gravity ball gravity, thereby make and produce certain angular deviation between string and the protractor, read through the angle to the deviation, thereby can be convenient for follow-up straightness that hangs down to the steel construction is corrected, can protect string and gravity ball through being provided with the guard box, can avoid external air to produce undulantly to the string simultaneously, thereby produce the influence to the correction of straightness that hangs down.
2. Slide the sliding seat along guide pillar circumference outer wall through the setting to can adjust the distance between two T shape posts, thereby can utilize the grip slipper to carry out the centre gripping to cylindrical steel construction circumference outer wall spacing, simultaneously along with the continuous removal of sliding seat, thereby can make the spring stretch under the effect of pressure, thereby can guarantee the laminating degree between grip slipper and the cylindrical steel construction circumference outer wall, thereby can guarantee follow-up accuracy of hanging down the straightness correction that goes on.
3. Can make two sliding seats carry out direction constant velocity motion along guide pillar circumference outer wall under the regulatory action of two connecting rods through rotating the threaded rod to can adjust the distance between two T shape posts.
4. Carry out the pivoted in-process along the sliding seat through T shape post, insert spacing downthehole after promoting spacing post level to can inject T shape post for the position of sliding seat, thereby can carry out the centre gripping respectively spacingly to cylindrical steel construction and rectangle steel construction.
5. Can carry out the effect that the spacing in-process of centre gripping played the auxiliary stay to the steel construction through being provided with the supporting disk to can guarantee safety, can guarantee through being provided with universal ball simultaneously when the steel construction straightness deviation that hangs down appears, can guarantee that the supporting disk bottom can laminate with the horizontal plane all the time, connect the position that can adjust the supporting disk in screw rod circumference outer wall through rotating the sleeve.
Drawings
FIG. 1 is a schematic view of the overall structure of a steel column verticality correction device for high-rise steel structures according to the present invention;
FIG. 2 is a schematic structural view of the steel column verticality correction device for high-rise steel structures according to the present invention;
FIG. 3 is a schematic view of the overall structure of a steel structure clamping assembly of the steel column verticality correction device for high-rise steel structures, which is provided by the invention;
FIG. 4 is a schematic view of a steel structure clamping assembly mounting structure of the steel column verticality correction device for the high-rise steel structure provided by the invention;
FIG. 5 is an exploded view of a straightening assembly of the device for correcting the perpendicularity of the steel column for the high-rise steel structure, according to the present invention;
fig. 6 is a schematic structural view of a support assembly of the verticality correction device for the steel column for the high-rise steel structure.
In the figure: 1-mounting frame, 2-handle, 3-fixing plate, 4-clamping roller, 5-T-shaped plate, 6-guide column, 7-guard plate, 8-protection box, 9-traversing frame, 10-threaded rod, 11-supporting plate, 12-connecting rod, 13-sliding seat, 14-rectangular plate, 15-T-shaped column, 16-containing frame, 17-spring, 18-clamping plate, 19-bent tube, 20-limiting column, 21-limiting hole, 22-I-shaped column, 23-transparent plate, 24-round column, 25-square plate, 26-protractor, 27-string, 28-gravity ball, 29-hollow cylinder, 30-universal ball, 31-screw rod and 32-sleeve.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not to be construed as limiting the device, structure, or element to which reference is made to have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
Example 1:
a verticality correction device for a steel column for a high-rise steel structure is shown in figures 1-5 and comprises a mounting frame 1 and a clamping and fixing mechanism, wherein the inner walls of two sides of the mounting frame 1 are fixedly provided with the same guide pillar 6 through bolts, the outer wall of the circumference of the guide pillar 6 is fixedly provided with a guard plate 7 through bolts, the outer wall of one side of the guard plate 7 is fixedly provided with a round column 24 through bolts, the outer wall of one side of the round column 24 is fixedly provided with a square plate 25 through bolts, the outer wall of one side of the square plate 25 is provided with a containing frame 16, the inner wall of the top of the square plate 25 is bonded with a thin rope 27, the bottom of the thin rope 27 is suspended with a gravity ball 28, the outer wall of the circumference of the round column 24 is fixedly provided with a protection box 8 through bolts, the inner wall of one side of the protection box 8 is clamped with a transparent plate 23, and the outer wall of one side of the mounting frame 1 is fixedly provided with a handle 2 through bolts; can carry out the centre gripping to the steel construction through being provided with centre gripping fixed establishment, when the steel construction straightness that hangs down the deviation appears, because the string 27 is perpendicular with the horizontal plane under the effect of gravity ball 28 gravity, thereby make and produce certain angular deviation between string 27 and the protractor 26, read through the angle to the deviation, thereby can be convenient for follow-up straightness that hangs down to the steel construction is corrected, can protect string 27 and gravity ball 28 through being provided with guard box 8, can avoid external air to produce undulantly to string 27 simultaneously, thereby produce the influence to the correction of straightness that hangs down.
In order to clamp and fix the steel structure; as shown in fig. 1-4, the clamping and fixing mechanism includes two sliding seats 13 and two T-shaped posts 15, two sliding seats 13 are slidably connected to the outer circumferential wall of the guide post 6, two T-shaped posts 15 are rotatably connected to the outer circumferential wall of one side of the two sliding seats 13, the outer circumferential wall of one side of each T-shaped post 15 is fixed with a fixing plate 3 through bolts, the inner circumferential walls of two sides of the fixing plate 3 are slidably connected with two bent pipes 19, the outer circumferential wall of one side of each bent pipe 19 is connected with a clamping plate 18 through threads, the inner circumferential wall of one side of each clamping plate 18 and the outer circumferential wall of one side of each fixing plate 3 are connected with the same spring 17 in a clamping manner, the outer circumferential walls of one side of the two bent pipes 19 located on the same side are fixed with the same accommodating frame 16 through bolts, the inner circumferential wall of the accommodating frame 16 is rotatably connected with a clamping roller 4, and the outer circumferential wall of the other side of each T-shaped post 15 is fixed with a T-shaped plate 5 through bolts; slide 13 along guide pillar 6 circumference outer wall through the setting, thereby can adjust the distance between two T shape posts 15, thereby can utilize grip roller 4 to carry out the centre gripping spacingly to cylindrical steel construction circumference outer wall, simultaneously along with the continuous removal of slide 13, thereby can make spring 17 stretch under the effect of pressure, thereby can guarantee the laminating degree between grip roller 4 and the cylindrical steel construction circumference outer wall, thereby can guarantee the follow-up accuracy of hanging down the straightness and correcting, simultaneously when needs carry out the centre gripping spacingly to the rectangular steel structure, can make two T shaped plates 5 can carry out the centre gripping to the rectangular steel structure outer wall through rotatory T shape post 15, thereby can correct the straightness that hangs down of rectangular steel structure.
In order to adjust the distance between the two T-shaped posts 15; as shown in fig. 1-2, the inner wall of the mounting frame 1 is connected with a threaded rod 10 through threads, the outer wall of one side of the threaded rod 10 is rotatably connected with a cross sliding frame 9, the inner wall of the cross sliding frame 9 is rotatably connected with two connecting rods 12, and one ends of the two connecting rods 12 far away from the cross sliding frame 9 are respectively rotatably connected with the inner walls of two sliding seats 13; the two sliding seats 13 can move with equal speed along the peripheral outer wall of the guide post 6 by the adjusting action of the two connecting rods 12 through rotating the threaded rod 10, so that the distance between the two T-shaped posts 15 can be adjusted.
This embodiment is when using, when carrying out the straightness correction that hangs down of steel construction, at first rotate T shape post 15 according to the type of steel construction, when carrying out the straightness correction that hangs down to cylindrical steel construction, adjust the distance between two T shape posts 15 through rotating threaded rod 10, thereby make 4 circumference outer walls of grip roll laminate gradually with between the cylindrical steel construction circumference outer wall, the contained angle to between protractor 26 and the string 27 under quiescent condition reads after that, thereby be convenient for follow-up straightness that hangs down to cylindrical steel construction is corrected, when needs carry out the straightness correction that hangs down to rectangular steel construction, utilize two T shaped plates 5 to carry out the centre gripping to fix to rectangular steel construction outer wall, measure the straightness deviation that hangs down of rectangular steel construction according to same step.
Example 2:
a verticality correction device for a steel column for a high-rise steel structure is shown in figures 1-4, and aims to limit the position of a T-shaped column 15 relative to a sliding seat 13; this example is supplemented by example 1 with the following: two limiting holes 21 are formed in the outer wall of one side of the sliding seat 13, a rectangular plate 14 is fixed to the outer wall of the circumference of the T-shaped column 15 through bolts, two I-shaped columns 22 are connected to the inner wall of the rectangular plate 14 in a sliding mode, and a limiting column 20 is fixed to the outer wall of one side of each I-shaped column 22 through bolts; t shape post 15 carries out the pivoted in-process along sliding seat 13, inserts spacing hole 21 after promoting spacing post 20 level to can prescribe a limit to the position of T shape post 15 for sliding seat 13, thereby can carry out the centre gripping respectively spacingly to cylindrical steel construction and rectangle steel construction.
In order to improve the safety of perpendicularity detection; as shown in fig. 2 and 6, a hollow cylinder 29 is fixed on the outer wall of the bottom of the cross-sliding frame 9 through bolts, a universal ball 30 is rotatably connected on the inner wall of the hollow cylinder 29, a screw 31 is connected on the spherical outer wall of the universal ball 30 through threads, a sleeve 32 is connected on the circumferential outer wall of the screw 31 through threads, and a support plate 11 is fixed on the outer wall of the bottom of the sleeve 32 through bolts; can carry out the effect that the spacing in-process of centre gripping played the auxiliary stay to the steel construction through being provided with supporting disk 11 to can guarantee safety, can guarantee through being provided with universal ball 30 simultaneously when the straightness deviation that hangs down appears in the steel construction, can guarantee that supporting disk 11 bottom can laminate with the horizontal plane all the time, connect in screw rod 31 circumference outer wall through rotating sleeve 32 and can adjust the position of supporting disk 11.
In the use of the present embodiment, during the rotation of the T-shaped column 15, the position of the T-shaped column 15 relative to the sliding seat 13 can be limited by inserting the limiting column 20 into the limiting hole 21, and the supporting disc 11 can be used to assist the holding roller 4 or the T-shaped plate 5, so as to ensure the safety of use.
The above description is for the purpose of illustrating the preferred embodiments of the present invention and is not intended to be exhaustive or to limit the invention to the precise embodiments disclosed, and all modifications, equivalents, and improvements that may occur to those skilled in the art and that fall within the spirit and scope of the invention are intended to be embraced therein.

Claims (10)

1. The utility model provides a high-rise steel column straightness orthotic devices that hangs down for steel construction, includes mounting bracket (1) and centre gripping fixed establishment, characterized by, mounting bracket (1) both sides inner wall is provided with same guide pillar (6), guide pillar (6) circumference outer wall is provided with backplate (7), backplate (7) one side outer wall is provided with circular post (24), circular post (24) one side outer wall is provided with square board (25), square board (25) one side outer wall is provided with holding frame (16), square board (25) top inner wall bonds and has string (27), string (27) bottom has hung gravity ball (28), circular post (24) circumference outer wall is provided with guard box (8), guard box (8) one side inner wall joint has transparent plate (23), mounting bracket (1) one side outer wall is provided with handle (2).
2. The device for correcting the perpendicularity of the steel column for the high-rise steel structure according to claim 1, wherein the clamping and fixing mechanism comprises two sliding seats (13) and two T-shaped columns (15), the two sliding seats (13) are movably connected to the outer wall of the circumference of the guide column (6), the two T-shaped columns (15) are respectively movably connected to the outer wall of one side of the two sliding seats (13), and the outer wall of one side of each T-shaped column (15) is provided with the fixing plate (3).
3. The device for correcting the perpendicularity of the steel column for the high-rise steel structure according to claim 2, wherein two bent pipes (19) are movably connected to inner walls of two sides of the fixing plate (3), a clamping plate (18) is connected to an outer wall of one side of each bent pipe (19) through threads, the same spring (17) is clamped to the inner wall of one side of each clamping plate (18) and the outer wall of one side of the fixing plate (3), the same accommodating frame (16) is arranged on the outer wall of one side of each bent pipe (19) located on the same side, and the clamping rollers (4) are movably connected to the inner wall of each accommodating frame (16).
4. The verticality correction device for the steel column for the high-rise steel structure is characterized in that a T-shaped plate (5) is arranged on the outer wall of the other side of the T-shaped column (15).
5. The verticality correction device for the steel column for the high-rise steel structure is characterized in that a threaded rod (10) is connected to the inner wall of the mounting frame (1) through threads, and a transverse moving frame (9) is movably connected to the outer wall of one side of the threaded rod (10).
6. The verticality correction device for the steel column for the high-rise steel structure is characterized in that two connecting rods (12) are movably connected to the inner wall of the transverse frame (9), and one ends, far away from the transverse frame (9), of the two connecting rods (12) are respectively movably connected to the inner walls of the two sliding seats (13).
7. The perpendicularity correcting device for the steel column for the high-rise steel structure as claimed in claim 2, wherein two limiting holes (21) are formed in the outer wall of one side of the sliding seat (13), and rectangular plates (14) are arranged on the outer wall of the circumference of the T-shaped column (15).
8. The verticality correction device for the steel column for the high-rise steel structure is characterized in that two I-shaped columns (22) are movably connected to the inner wall of the rectangular plate (14), and a limiting column (20) is arranged on the outer wall of one side of each I-shaped column (22).
9. The verticality correction device for the steel column for the high-rise steel structure is characterized in that a hollow cylinder (29) is arranged on the outer wall of the bottom of the transverse moving frame (9), a universal ball (30) is movably connected to the inner wall of the hollow cylinder (29), and a screw rod (31) is connected to the spherical outer wall of the universal ball (30) through threads.
10. The verticality correction device for the steel column for the high-rise steel structure is characterized in that a sleeve (32) is connected to the outer circumferential wall of the screw rod (31) through threads, and a support plate (11) is arranged on the outer bottom wall of the sleeve (32).
CN202110708307.7A 2021-06-25 2021-06-25 Steel column verticality correction device for high-rise steel structure Withdrawn CN113463932A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110708307.7A CN113463932A (en) 2021-06-25 2021-06-25 Steel column verticality correction device for high-rise steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110708307.7A CN113463932A (en) 2021-06-25 2021-06-25 Steel column verticality correction device for high-rise steel structure

Publications (1)

Publication Number Publication Date
CN113463932A true CN113463932A (en) 2021-10-01

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CN202110708307.7A Withdrawn CN113463932A (en) 2021-06-25 2021-06-25 Steel column verticality correction device for high-rise steel structure

Country Status (1)

Country Link
CN (1) CN113463932A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116122602A (en) * 2023-04-07 2023-05-16 北京城建集团有限责任公司 V-shaped column auxiliary debugging and installing system and using method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116122602A (en) * 2023-04-07 2023-05-16 北京城建集团有限责任公司 V-shaped column auxiliary debugging and installing system and using method

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Application publication date: 20211001