CN204199725U - Without the means for correcting of cable wind rope steel column - Google Patents
Without the means for correcting of cable wind rope steel column Download PDFInfo
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- CN204199725U CN204199725U CN201420596257.3U CN201420596257U CN204199725U CN 204199725 U CN204199725 U CN 204199725U CN 201420596257 U CN201420596257 U CN 201420596257U CN 204199725 U CN204199725 U CN 204199725U
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Abstract
Means for correcting without cable wind rope steel column of the present utility model, heel slab is provided with bottom steel column, steel column surrounding is laid with the suspension column dowel be embedded in advance in ground, means for correcting comprises: rectify perpendicular part, comprise correcting member body, its first end is vertically provided with support member along first direction, and its second end is provided with the holder for clamp column sole along second direction, and second direction is contrary with first direction; Correction correcting member, having a butting section, butting section being formed for hooking the scratching part holding suspension column dowel.Carry out perpendicularity correction timing, the holder of rectify perpendicular part is clamped the heel slab of steel column, recycle a jack and withstand between support member and ground, startup jack upwards pushes against support member and can carry out rectify perpendicular.Carry out correction timing, the scratching part of correction correcting member is caught on the suspension column dowel of steel column surrounding, recycle a jack and withstand between butting section and the heel slab of steel column, the heel slab starting jack pushing and pressing steel column can carry out correction and correct.
Description
Technical field
The utility model design building construction field, refers in particular to a kind of means for correcting without cable wind rope steel column.
Background technology
The current installation of building trade steel column at home perpendicularity correction correction method comprises cable rope and jack bearing calibration, gad impact bearing calibration, cable rope and jack bearing calibration are by the tension of jack and the correction having loosened pillar verticality, it is large that the method application conditions is restricted, security and stability controls difficulty, and correction accuracy is poor.It is that the method application operating difficulty is large, and column foundation cup mouth concrete is easily damaged by using weight, impacting the gad of temporary fixed steel column to adjust the method for pillar verticality that gad impacts bearing calibration, security and stability and correction accuracy poor control difficulty large.There are the following problems always to use above method to correct verticality of steel column: 1, precision controlling difficulty is large, and work efficiency is lower; 2, security risk is high, requires higher to the construction experience of operating personnel and awareness of safety, comprises physical qualification, at heart quality and technical level etc. and requires also higher.
Traditional construction steel structure generally adopts without the bearing calibration of cable wind rope steel column and welds interim stressed plate at shaft, then with the stressed plate welded for stress point, uses jack pair steel column to correct.In trimming process, because each stressed plate is wanted first to weld with shaft to cut off again, inconvenient operation, construction cost is high, and energy consumption is large, is unfavorable for green construction.
Further, in structural steelwork installation, it is also a ubiquitous problem that first joint steel column is installed rear suspension column correction more difficult always.Its main cause is because embedded part is not easy to keep the exact position of original position after concrete placings, directly acts on embedded part, easily occur position deviation after steel column is installed.Site operation generally adopts jack to carry out steel column base calibrating, but carries out steel column base calibrating owing to being generally difficult to fixing stress point around steel column for instruments such as jack, and therefore the installation of first joint steel column post corrects always more difficult.
Utility model content
Because correct the problem of difficulty in above-mentioned prior art to the verticality of steel column and suspension column, the utility model provides a kind of means for correcting without cable wind rope steel column, be provided with heel slab bottom steel column, steel column surrounding is laid with the suspension column dowel be embedded in advance in ground, and described means for correcting comprises:
Rectify perpendicular part, comprise correcting member body, the first end of described correcting member body is provided with the support member perpendicular to described correcting member body along first direction, second end of described correcting member body is provided with the holder for clamping described heel slab along second direction, and described second direction is opposite to the first direction; And
Correction correcting member, having a butting section, described butting section being formed for hooking the scratching part holding described suspension column dowel.
Means for correcting without cable wind rope steel column of the present utility model, perpendicularity correction timing is carried out to steel column, rectify perpendicular part is vertically placed on ground, the holder of rectify perpendicular part is made to clamp the heel slab of steel column, recycle a jack, between the support member being withstood on rectify perpendicular part and ground, startup jack upwards pushes against support member and can carry out rectify perpendicular to steel column.Correction timing is carried out to steel column, correction correcting member is placed horizontally at ground, the scratching part of correction correcting member is made to catch on the suspension column dowel of steel column surrounding, recycle a jack, the butting section being withstood on correction correcting member is between the heel slab of steel column, and the heel slab starting jack pushing and pressing steel column can carry out correction to steel column and correct.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, and described rectify perpendicular part is formed in one.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, described support member be described correcting member body first end along described first direction stretch out formed, described holder is the grooved slot being formed at described correcting member body second end, and size and the described heel slab of described grooved slot are suitable.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, and described correction correcting member is formed in one.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, and described correction correcting member is split-type structural, and it comprises:
First correction assembly, the first end of described first correction assembly is formed with the first supporter, and the second end of described first correction assembly is formed with the first hook gripping member, and openings of sizes and the described suspension column dowel of described first hook gripping member are suitable;
Second correction assembly, the first end of described second correction assembly is formed with the second supporter, and the second end of described second correction assembly is formed with the second hook gripping member, and openings of sizes and the described suspension column dowel of described second hook gripping member are suitable;
Wherein, described first supporter is fixedly connected with described second supporter, forms described butting section, and opening direction and described second opening direction hooking gripping member of described first hook gripping member are oppositely arranged, and form described scratching part.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, described first supporter with described second supporter offers mutually corresponding connecting hole, described first supporter passes described connecting hole with described second supporter by bolt and is fixedly connected with.Correction correcting member is set to detachable, can reuses, and then larger increasing work efficiency, reduce construction cost.
The utility model is without the further improvement of the means for correcting of cable wind rope steel column, described first supporter and described first hooks gripping member and is positioned at described first the same side of rectifying a deviation assembly, and described second supporter and described second hooks gripping member and is positioned at described second the same side of rectifying a deviation assembly.
Accompanying drawing explanation
Fig. 1 is the existing lateral view without cable wind rope steel column.
Fig. 2 is the existing top view without cable wind rope steel column.
Lateral view when Fig. 3 is the steel column generation verticality skew in Fig. 1.
Fig. 4 is the top view that the position of steel column in horizontal plane in Fig. 2 occurs when offseting.
Fig. 5 is the structural representation of the utility model without the rectify perpendicular part of the means for correcting of cable wind rope steel column.
Fig. 6 is the structural representation of the utility model without the correction correcting member of the means for correcting of cable wind rope steel column.
Fig. 7 is the decomposing schematic representation of the utility model without the correction correcting member of the means for correcting of cable wind rope steel column.
Fig. 8 is the use schematic diagram of the utility model without the rectify perpendicular part of the means for correcting of cable wind rope steel column.
Fig. 9 is the use schematic diagram of the utility model without the correction correcting member of the means for correcting of cable wind rope steel column.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Fig. 1 is the existing lateral view without cable wind rope steel column, and Fig. 2 is the existing top view without cable wind rope steel column.Coordinating consults shown in Fig. 1 and Fig. 2, and the bottom of steel column 30 is provided with heel slab 310, and heel slab 310 is fixedly connected with ground by bolt 320, and shown in composition graphs 2, the surrounding of steel column 30 is laid with the suspension column dowel 330 be embedded in advance in ground.Consult shown in Fig. 3 and Fig. 4, in practical operation, steel column 30 may cause the skew of verticality due to misoperation, as shown in Figure 3.Or cause the position of steel column 30 in horizontal plane to offset due to misoperation, as shown in Figure 4.
Fig. 5 is the structural representation of the utility model without the rectify perpendicular part of the means for correcting of cable wind rope steel column, and Fig. 6 is the structural representation of the utility model without the correction correcting member of the means for correcting of cable wind rope steel column.Coordinating consults shown in Fig. 5 and Fig. 6, and in order to overcome above-mentioned defect, the means for correcting without cable wind rope steel column of the present utility model, comprising:
Rectify perpendicular part 10, shown in composition graphs 5, comprise correcting member body 110, the first end of correcting member body 110 is provided with the support member 120 perpendicular to correcting member body 110 along first direction, second end of correcting member body 110 is provided with the holder of the heel slab 310 for clamping steel column 30 along second direction, described second direction is opposite to the first direction.Preferably, rectify perpendicular part 10 is formed in one, and is made by steel plate.Particularly, the first end of correcting member body 110 stretches out along described first direction and forms support member 120, and described holder is the grooved slot 130 being formed at correcting member body 110 second end, the size of grooved slot 130 and the heel slab 310 of steel column 30 suitable.
Correction correcting member 20, shown in composition graphs 6, correction correcting member 20 has a butting section 21, butting section 21 is formed with the scratching part 22 for hooking the suspension column dowel 330 holding steel column 30 surrounding.Correction correcting member 20 can be formed in one or split type.Preferably, consult shown in Fig. 7, correction correcting member 20 is split type, and it comprises:
First correction assembly 210, the first end of the first correction assembly 210 is formed with the first supporter 211, second end of the first correction assembly 210 is formed with the first hook gripping member 212, first, and to hook the suspension column dowel 330 of the size of opening 213 of gripping member 212 and steel column 30 surrounding suitable.Preferably, the first supporter 211 and first of the first correction assembly 210 hooks the same side that gripping member 212 is positioned at the first correction assembly 210.
Second correction assembly 220, the first end of the second correction assembly 220 is formed with the second supporter 221, the size that second second end of rectifying a deviation assembly 220 is formed with the opening 223 of the second hook gripping member 222, second hook gripping member 222 is also suitable with the suspension column dowel 330 of steel column 30 surrounding.Preferably, the second supporter 221 and second of the second correction assembly 220 hooks the same side that gripping member 222 is also positioned at the second correction assembly 220.
Wherein, first supporter 211 and second of the first correction assembly 210 rectify a deviation assembly 220 the second supporter 221 on offer mutual corresponding connecting hole 230, first supporter 211 is fixedly connected with through connecting hole 230 by bolt 240 with the second supporter 221, forms the butting section 21 of correction correcting member 20.The direction that second of assembly 220 hooks the opening 223 of gripping member 222 of rectify a deviation, first direction and second of opening 213 hooking gripping member 212 of the first correction assembly 210 is oppositely arranged, and formation is rectified a deviation the scratching part 22 of correcting member 20.Correction correcting member 20 is set to detachable split-type structural, can reuses, and then larger increasing work efficiency, reduce construction cost.
Consult shown in Fig. 8, means for correcting without cable wind rope steel column of the present utility model, perpendicularity correction timing is carried out to steel column 30, rectify perpendicular part 10 is vertically placed on ground, the grooved slot 130 of rectify perpendicular part 10 is made to clamp the heel slab 310 of steel column 30, recycle a jack 40, withstood between the support member 120 of rectify perpendicular part 10 and ground, start jack 40 and upwards push against support member 120, drive the heel slab 310 of grooved slot 130 pairs of steel columns 30 upwards to push against, rectify perpendicular can be carried out to steel column 30.
Consult shown in Fig. 9, means for correcting without cable wind rope steel column of the present utility model, correction timing is carried out to steel column 30, correction correcting member 20 is placed horizontally at ground, the scratching part 21 of correction correcting member 20 is made to catch on the suspension column dowel 330 of steel column 30 surrounding, recycle a jack 50, between the butting section 21 being withstood on correction correcting member 20 and the heel slab 310 of steel column 30, start the heel slab 310 that jack 50 pushes against steel column 30, by butting section 21 against power, can to the position of steel column 30 in horizontal plane carry out correction correct.
The above is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, not departing from the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (7)
1. without a means for correcting for cable wind rope steel column, be provided with heel slab bottom steel column, steel column surrounding is laid with the suspension column dowel be embedded in advance in ground, it is characterized in that, described means for correcting comprises:
Rectify perpendicular part, comprise correcting member body, the first end of described correcting member body is provided with the support member perpendicular to described correcting member body along first direction, second end of described correcting member body is provided with the holder for clamping described heel slab along second direction, and described second direction is opposite to the first direction; And
Correction correcting member, having a butting section, described butting section being formed for hooking the scratching part holding described suspension column dowel.
2., as claimed in claim 1 without the means for correcting of cable wind rope steel column, it is characterized in that, described rectify perpendicular part is formed in one.
3. as claimed in claim 2 without the means for correcting of cable wind rope steel column, it is characterized in that, described support member be described correcting member body first end along described first direction stretch out formed, described holder is the grooved slot being formed at described correcting member body second end, and size and the described heel slab of described grooved slot are suitable.
4., as claimed in claim 1 without the means for correcting of cable wind rope steel column, it is characterized in that, described correction correcting member is formed in one.
5., as claimed in claim 1 without the means for correcting of cable wind rope steel column, it is characterized in that, described correction correcting member is split-type structural, and it comprises:
First correction assembly, the first end of described first correction assembly is formed with the first supporter, and the second end of described first correction assembly is formed with the first hook gripping member, and openings of sizes and the described suspension column dowel of described first hook gripping member are suitable;
Second correction assembly, the first end of described second correction assembly is formed with the second supporter, and the second end of described second correction assembly is formed with the second hook gripping member, and openings of sizes and the described suspension column dowel of described second hook gripping member are suitable;
Wherein, described first supporter is fixedly connected with described second supporter, forms described butting section, and opening direction and described second opening direction hooking gripping member of described first hook gripping member are oppositely arranged, and form described scratching part.
6. as claimed in claim 5 without the means for correcting of cable wind rope steel column, it is characterized in that, described first supporter with described second supporter offers mutually corresponding connecting hole, described first supporter passes described connecting hole with described second supporter by bolt and is fixedly connected with.
7. the means for correcting without cable wind rope steel column as described in claim 5 or 6, it is characterized in that, described first supporter and described first hooks gripping member and is positioned at described first the same side of rectifying a deviation assembly, and described second supporter and described second hooks gripping member and is positioned at described second the same side of rectifying a deviation assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420596257.3U CN204199725U (en) | 2014-10-15 | 2014-10-15 | Without the means for correcting of cable wind rope steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420596257.3U CN204199725U (en) | 2014-10-15 | 2014-10-15 | Without the means for correcting of cable wind rope steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204199725U true CN204199725U (en) | 2015-03-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420596257.3U Active CN204199725U (en) | 2014-10-15 | 2014-10-15 | Without the means for correcting of cable wind rope steel column |
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| CN (1) | CN204199725U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585079A (en) * | 2021-07-29 | 2021-11-02 | 中铁一局集团(广州)建设工程有限公司 | Method for quickly installing steel structure stand column |
-
2014
- 2014-10-15 CN CN201420596257.3U patent/CN204199725U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585079A (en) * | 2021-07-29 | 2021-11-02 | 中铁一局集团(广州)建设工程有限公司 | Method for quickly installing steel structure stand column |
| CN113585079B (en) * | 2021-07-29 | 2022-11-22 | 中铁一局集团(广州)建设工程有限公司 | Method for quickly installing steel structure stand column |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |