CN206128663U - Adjusting device of steel construction steel column construction installation - Google Patents

Adjusting device of steel construction steel column construction installation Download PDF

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Publication number
CN206128663U
CN206128663U CN201621018339.5U CN201621018339U CN206128663U CN 206128663 U CN206128663 U CN 206128663U CN 201621018339 U CN201621018339 U CN 201621018339U CN 206128663 U CN206128663 U CN 206128663U
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CN
China
Prior art keywords
steel
frame
face
steel column
construction
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Application number
CN201621018339.5U
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Chinese (zh)
Inventor
张小英
邓伟平
俞荣华
郑光明
叶翔
俞锡齐
李翔
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.)
Zhejiang Jinggong Steel Structure Group Co Ltd
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Zhejiang Jinggong Steel Structure Group Co Ltd
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Priority to CN201621018339.5U priority Critical patent/CN206128663U/en
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Abstract

The utility model belongs to steel construction building construction field, concretely relates to adjusting device of steel construction steel column construction installation, include the frame of constituteing by upper segment portion, middle section portion and hypomere portion, be provided with a cavity in this frame, wherein, be provided with upper channel in the upper segment portion, the side end face of upper segment portion is provided with side direction adjusting bolt, and the top face of upper segment portion is provided with the spacing bolt in upper portion, be provided with lower channel in the hypomere portion, the side end face of hypomere portion is provided with the spacing bolt of side direction, and the bottom face of hypomere portion is provided with the spacing bolt in lower part, be provided with a guiding mechanism in the cavity of frame, this guiding mechanism can adjust the vertical height of steel column. The utility model discloses not only improve the efficiency of construction greatly, can realize conveniently moreover that the fast speed adjusting of steel column butt joint deviation is whole, can obtain higher hoist and mount precision, guaranteed high -quality welding.

Description

A kind of adjusting apparatus of steel columns of steel structures construction and installation
Technical field
This utility model belongs to steel building construction field, and in particular to a kind of adjustment of steel columns of steel structures construction and installation Device.
Background technology
Steel building generally applies to modernize large stadium and skyscraper as a kind of new building system, its There is higher intensity and shock resistance for conventional concrete building.Steel construction column piece is usually batch production making, existing Install field.Traditional construction method of installation needs to assemble steel column overturning-preventing rope in advance, then carry out steel column independent lifting and The fixation of overturning-preventing rope, then girder steel is installed and is fixed with bolt, then measure steel column coordinate and carried out by steel cable Drift correction, then carry out repetition measurement, bolt fix and steel column welding.Conventional construction method process is complicated, and efficiency is low, and precision is not Height, easily produces deviation and replys, and also affects steel column butt joint weldquality.Based on the shortcoming of above conventional construction method, the application People provides a kind of adjusting apparatus of steel columns of steel structures construction and installation, and thus this case produces.
Utility model content
The purpose of this utility model is to provide a kind of adjusting apparatus of steel columns of steel structures construction and installation, to overcome tradition to apply Work procedure is complicated, and efficiency is low, and precision is not high, easily produces deviation and replys, and also affects steel column butt joint weldquality etc. Technical problem.
To realize above-mentioned technical problem, the technical scheme that this utility model is specifically provided is:A kind of steel columns of steel structures construction The adjusting apparatus of installation, including the frame being made up of epimere portion, center section part and hypomere portion, are provided with a cavity in the frame;Its In, upper guide groove is provided with the epimere portion, the side end face in epimere portion is provided with lateral adjustment bolt, and the top end face in epimere portion sets It is equipped with top caging bolt;Lower guide channel is provided with the hypomere portion, the side end face in hypomere portion is provided with lateral Displacement bolt, under The bottom face in section portion is provided with lower limit bolt;An adjustment mechanism is provided with the cavity of the frame, the adjustment mechanism energy Adjust the vertical height of steel column.
Further, the adjustment mechanism is located in the cavity of the center section part of frame, and by the housing cap with regulating tank Adjustment mechanism is limited and is installed in the cavity of the center section part of frame by plate;Guiding is additionally provided with the side end face of the center section part Groove.
Further, the adjustment mechanism includes four connecting rods being mutually flexibly connected, and the intermediate connections of four connecting rods lead to The flexible connection of two nut sliders is crossed, double threaded screw is movably set between symmetrically arranged two nut slider, the one of double threaded screw End is located at regulating tank and exposes.
Further, the upper end junction of the connecting rod is flexibly connected by top braces slide block, on top braces slide block Guider screw is additionally provided with, the guider screw is located in the gathering sill;The lower end junction of the connecting rod is by bottom Fagging is flexibly connected, and the bottom support plate is fixed in frame.
The beneficial effects of the utility model:This utility model is efficiently solved in traditional steel columns of steel structures work progress, work Sequence is complicated, efficiency is low, and precision is not high, easily produces deviation and replys, the low problem of steel column butt joint weldquality.This adjustment is filled Put and method of adjustment practicality, economy and safety are good applied widely, with certain promotional value.
Description of the drawings
Fig. 1 is this utility model structural representation;Fig. 2 is this utility model steel column and connection otic placode structural representation;Fig. 3 For this utility model adjustment mechanism structural representation;Fig. 4 specifically adjusts application schematic diagram for this utility model.
Label declaration:
Frame 10;Cavity 20
Epimere portion 1;Upper guide groove 11;Lateral adjustment bolt 12;Top caging bolt 13;
Center section part 2;Regulating tank 21;Frame cover plate 22;Gathering sill 23;
Hypomere portion 3;Lower guide channel 31;Lateral Displacement bolt 32;Lower limit bolt 33;
Adjustment mechanism 4;Connecting rod 41;Nut slider 42;Double threaded screw 43;Top braces slide block 44;Guider screw 45;Bottom Portion's gripper shoe 46;
Steel column 5;Upper steel column 51;Lower steel column 52;Connection otic placode 6;Hole for hoist 7;Mousing-hook 8;Hanging device 9.
Specific embodiment
Next combine accompanying drawing to be further described utility model.
As shown in Figure 1,3, what this utility model was disclosed is a kind of adjusting apparatus 100 of steel columns of steel structures construction and installation, bag The frame 10 being made up of epimere portion 1, center section part 2 and hypomere portion 3 is included, in the frame 10 cavity 20 is provided with;Wherein, on described Upper guide groove 11 is provided with section portion 1, the side end face in epimere portion 1 is provided with lateral adjustment bolt 12, and the top end face in epimere portion 1 is arranged There is top caging bolt 13;Lower guide channel 31 is provided with the hypomere portion 3, the side end face in hypomere portion 3 is provided with lateral Displacement spiral shell Bolt 32, the bottom face in hypomere portion 3 is provided with lower limit bolt 33;An adjustment mechanism is provided with the cavity 20 of the frame 10 4, the adjustment mechanism 4 can adjust the vertical height of steel column.
The adjustment mechanism 4 is located in the cavity 20 of the center section part 2 of frame, and by the frame cover plate with regulating tank 21 22 are installed on the restriction of adjustment mechanism 4 in the cavity 20 of the center section part 2 of frame 10;Also set up on the side end face of the center section part 2 There is gathering sill 23.
The adjustment mechanism 4 includes four connecting rods 41 being mutually flexibly connected, and the intermediate connections of four connecting rods 41 pass through Two nut sliders 42 are flexibly connected, and between symmetrically arranged two nut slider 42 double threaded screw 43, double threaded screw are movably set with 43 one end is located at regulating tank and exposes.
The upper end junction of the connecting rod 41 is flexibly connected by top braces slide block 44, on top braces slide block 44 also Guider screw 45 is provided with, the guider screw 45 is located in the gathering sill 23;The lower end junction of the connecting rod 41 passes through Bottom support plate 46 is flexibly connected, and the bottom support plate 46 is fixed in frame 10.
With reference to shown in Fig. 2, upper and lower steel column(51,52)Hole for hoist 7 is offered in connection otic placode 6, while being provided with end face Mousing-hook 8, to ensure reliability and the safety of the docking of steel column 5.
With reference to shown in 4, when carrying out steel column construction and installation, first in upper and lower steel column(51,52)Four side correct position welderings Connect upper and lower steel column(51,52)Connection otic placode 6, is then slowly hung upper steel column 51 to lower steel column 52 by hanging device 9 Side.
Adjusting apparatus upper guide groove 11 is inserted into the connection otic placode 6 of upper steel column 51, with the decline of upper steel column 51, by adjusting apparatus Lower guide channel 31 is inserted into the connection otic placode 6 of lower steel column 52, then lower limit bolt 33 is locked.The weight for now going up steel column 51 is complete Born by the top support surface of lower steel column 52.
When upper steel column 52 is toppled power, can be transferred to adjust by top caging bolt 13, lower limit bolt 33 The frame 10 of engagement positions 100, and the mousing-hook 8 in top caging bolt 13, lower limit bolt 33 and connection otic placode 6 can enter one Step prevents toppling for steel column 51.
When upper and lower steel column(51,52)After by four adjusting apparatus 100 firmly connection, hanging device can be discharged, further according to The measured three-dimensional coordinate of steel column 5 is accordingly corrected.
When there is horizontal departure, by the lateral adjustment spiral shell of two adjusting apparatus of the adjustment in deviation vertical direction Bolt 12, makes the post of steel 51 by deviation compensation directional trim, finally tightens lateral adjustment bolt 12.
When there is horizontal elevation deviation, upper limit bolt is unscrewed into 13, be adjusted in synchronism the double end spiral shell of four adjusting apparatus Bar 43, is made top braces slide block 44 slowly rise and upper steel column 51 is lifted up to required by the connection otic placode 6 of upper steel column 51 After height(The weight for now going up steel column 51 is transferred to frame 10 by the adjustment mechanism 4 of double threaded screw 43, then by leading under frame 10 The cooperation indirect transfer of the top surface of groove 31 and lower connection otic placode 6 is to lower steel column 52), tighten upper limit bolt 13.
Because using less lead angle, bolt and nut has self-locking performance, therefore steel column can be fixed on final adjustment Position, when there is perpendicularity deviation, the upper limit bolt pine 13 of yawing moment side is opened, by screw rod clockwise or the inverse time Pin is rotated and is required with the perpendicularity needed for reaching.
Above content is combine that preferred implementation of the present utility model made to provided technical scheme further detailed Describe in detail bright, it is impossible to assert that this utility model is embodied as being confined to above-mentioned these explanations, for the affiliated technology of this utility model For the those of ordinary skill in field, without departing from the concept of the premise utility, some simple deductions can also be made Or replace, should all be considered as belonging to protection domain of the present utility model.

Claims (4)

1. a kind of adjusting apparatus of steel columns of steel structures construction and installation, it is characterised in that:Including by epimere portion, center section part and hypomere portion The frame of composition, is provided with a cavity in the frame;Wherein, upper guide groove, the side end face in epimere portion are provided with the epimere portion Lateral adjustment bolt is provided with, the top end face in epimere portion is provided with top caging bolt;Lower guide channel is provided with the hypomere portion, The side end face in hypomere portion is provided with lateral Displacement bolt, and the bottom face in hypomere portion is provided with lower limit bolt;The frame An adjustment mechanism is provided with cavity, the adjustment mechanism can adjust the vertical height of steel column.
2. adjusting apparatus of a kind of steel columns of steel structures construction and installation according to claim 1, it is characterised in that:The adjustment Mechanism is located in the cavity of the center section part of frame, and adjustment mechanism restriction is installed on into machine by the frame cover plate with regulating tank In the cavity of the center section part of frame;Gathering sill is additionally provided with the side end face of the center section part.
3. adjusting apparatus of a kind of steel columns of steel structures construction and installation according to claim 2, it is characterised in that:The adjustment Mechanism includes four connecting rods being mutually flexibly connected, and the intermediate connections of four connecting rods are flexibly connected by two nut sliders, right Claim to be movably set with double threaded screw between two nut sliders for arranging, one end of double threaded screw is located at regulating tank and exposes.
4. adjusting apparatus of a kind of steel columns of steel structures construction and installation according to claim 3, it is characterised in that:The connection The upper end junction of bar is flexibly connected by top braces slide block, and on top braces slide block guider screw is additionally provided with, the guiding Screw is located in the gathering sill;The lower end junction of the connecting rod is flexibly connected by bottom support plate, the bottom Fagging is fixed on frame.
CN201621018339.5U 2016-08-31 2016-08-31 Adjusting device of steel construction steel column construction installation Active CN206128663U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621018339.5U CN206128663U (en) 2016-08-31 2016-08-31 Adjusting device of steel construction steel column construction installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621018339.5U CN206128663U (en) 2016-08-31 2016-08-31 Adjusting device of steel construction steel column construction installation

Publications (1)

Publication Number Publication Date
CN206128663U true CN206128663U (en) 2017-04-26

Family

ID=58567916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621018339.5U Active CN206128663U (en) 2016-08-31 2016-08-31 Adjusting device of steel construction steel column construction installation

Country Status (1)

Country Link
CN (1) CN206128663U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109403643A (en) * 2018-12-19 2019-03-01 浙江中南建设集团钢结构有限公司 A kind of steel structure column mounting device and construction method
CN112792491A (en) * 2021-02-03 2021-05-14 中铁十七局集团城市建设有限公司 Welding method of H-shaped steel structure and horizontal positioning and connecting device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109403643A (en) * 2018-12-19 2019-03-01 浙江中南建设集团钢结构有限公司 A kind of steel structure column mounting device and construction method
CN112792491A (en) * 2021-02-03 2021-05-14 中铁十七局集团城市建设有限公司 Welding method of H-shaped steel structure and horizontal positioning and connecting device

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