CN209353754U - Correction device for steel column butt joint - Google Patents
Correction device for steel column butt joint Download PDFInfo
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- CN209353754U CN209353754U CN201821949830.9U CN201821949830U CN209353754U CN 209353754 U CN209353754 U CN 209353754U CN 201821949830 U CN201821949830 U CN 201821949830U CN 209353754 U CN209353754 U CN 209353754U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 196
- 239000010959 steel Substances 0.000 title claims abstract description 196
- 210000001503 joint Anatomy 0.000 title claims abstract description 31
- 238000003032 molecular docking Methods 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 229910052742 iron Inorganic materials 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 238000003466 welding Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工领域,尤指一种钢柱对接的校正装置。The utility model relates to the field of building construction, in particular to a correction device for butt jointing of steel columns.
背景技术Background technique
钢柱作为钢结构的纵向主受力构件,其安装质量和精度直接影响整栋钢结构建筑的安全性。目前,钢结构工程施工中,通常采用吊车或者塔吊吊装钢柱进行拼装。位于上部的钢柱在吊装过程中不稳定,且位于上部的钢柱与固定于下部的钢柱难以精准对位。Steel columns are the main longitudinal components of the steel structure, and their installation quality and accuracy directly affect the safety of the entire steel structure building. At present, in the construction of steel structure engineering, the steel columns are usually hoisted by cranes or tower cranes for assembly. The upper steel column is unstable during hoisting, and it is difficult to accurately align the upper steel column with the lower steel column.
一般采用传统办法校正钢柱的拼装。具体地,在钢柱四周上下均焊接有定位卡板,然后用螺栓固定,该种施工方法在钢柱的对接处存在焊接工序,钢柱对接处存在焊接残余应力,会对构件造成损伤,后期还要切掉定位卡板,造成钢柱表面不平整。如果钢柱对接过程中存在偏差则只能采取手工方式调整钢柱,施工效率低下,调控精度低,进一步影响钢柱对接后的焊接质量。The assembly of steel columns is generally corrected by traditional methods. Specifically, the upper and lower sides of the steel column are welded with positioning clips, and then fixed with bolts. This construction method has a welding process at the butt joint of the steel column, and there is welding residual stress at the butt joint of the steel column, which will cause damage to the components. Also cut off the positioning card, resulting in uneven surface of the steel column. If there is a deviation in the butt joint process of the steel columns, the steel columns can only be adjusted manually, which will result in low construction efficiency and low control accuracy, which will further affect the welding quality of the steel columns after butt joint.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的缺陷,提供一种钢柱对接的校正装置,解决现有技术中校正钢柱拼装时在钢柱四周上下均焊接有定位卡板而损伤钢柱,切除定位卡板造成钢柱表面不平整,影响钢柱对接后的焊接质量的问题。The purpose of this utility model is to overcome the defects of the prior art, and provide a correction device for butt jointing of steel columns, which solves the problem of damage to the steel columns due to the welding of positioning clamps on the upper and lower sides of the steel columns when the correction steel columns are assembled in the prior art. The positioning clamping plate causes the surface of the steel column to be uneven, which affects the welding quality of the steel column after butt joint.
实现上述目的的技术方案是:The technical scheme for realizing the above-mentioned purpose is:
本实用新型提供一种钢柱对接的校正装置,用于调节对接于下钢柱顶端的上钢柱的位置,所述校正装置包括:The utility model provides a correction device for steel column docking, which is used to adjust the position of the upper steel column docked at the top of the lower steel column. The correction device includes:
设于下钢柱和上钢柱的对接位置的支座,所述支座形成有可拆卸地贴设固定于所述下钢柱的侧面的下固定面;以及A support provided at the docking position of the lower steel column and the upper steel column, the support is formed with a lower fixing surface that is detachably pasted and fixed on the side of the lower steel column; and
可拆卸地竖向固定于所述支座,且对应于所述上钢柱的竖向千斤顶,所述竖向千斤顶包括固定于所述支座的竖向缸体和伸缩连接于所述竖向缸体的竖向推杆,所述竖向推杆形成有可拆卸地贴设固定于所述上钢柱的侧面的上固定面,所述上固定面和所述下固定面位于同一竖直面,从而所述上钢柱和所述下钢柱对应的侧面位于同一竖直面,并通过伸缩所述竖向推杆,带动所述上钢柱竖向移动实现校正所述上钢柱的位置。Detachably fixed vertically to the support, and corresponding to the vertical jack of the upper steel column, the vertical jack includes a vertical cylinder fixed to the support and telescopically connected to the vertical The vertical push rod of the cylinder body, the vertical push rod is formed with an upper fixing surface that is detachably attached and fixed to the side of the upper steel column, and the upper fixing surface and the lower fixing surface are located at the same vertical surface, so that the corresponding sides of the upper steel column and the lower steel column are located on the same vertical plane, and by stretching the vertical push rod, the upper steel column is driven to move vertically to realize the correction of the upper steel column Location.
本实用新型钢柱对接的校正装置的有益效果:Beneficial effects of the correction device for steel column butt joint of the utility model:
本实用新型钢柱对接的校正装置通过采用支座通过下固定面可拆卸地固定于所述下钢柱,通过上固定面可拆卸地固定于所述上钢柱,从而可利用上固定面限制上钢柱的横向位置,通过下固定面限制下钢柱的横向位置,由于上固定面和下固定面位于同一竖直面,从而可限制上钢柱和下钢柱的对应的侧面位于同一竖直面,以调节上钢柱的水平方向的位置。采用竖向千斤顶可拆卸地竖向固定于所述支座,且对应于所述上钢柱,从而可采用竖向推杆的伸缩移动带动所述上钢柱竖向移动,以调节上钢柱竖向位置。从而能够用于调节对接于下钢柱顶端的上钢柱的位置,实现对接校正,提高钢柱对接的焊接质量,从而采用本装置能够解决现有技术中校正钢柱拼装时在钢柱四周上下均焊接有定位卡板而损伤钢柱,切除定位卡板造成钢柱表面不平整,影响钢柱对接后的焊接质量的问题。The correction device for steel column butt joint of the utility model is detachably fixed to the lower steel column through the lower fixing surface by using the support, and detachably fixed to the upper steel column through the upper fixing surface, so that the upper fixing surface can be used to limit The lateral position of the upper steel column is limited by the lower fixed surface. Since the upper fixed surface and the lower fixed surface are located on the same vertical plane, the corresponding sides of the upper steel column and the lower steel column can be restricted to be located on the same vertical plane. Face directly to adjust the horizontal position of the upper steel column. A vertical jack is detachably fixed vertically to the support and corresponds to the upper steel column, so that the telescopic movement of the vertical push rod can drive the upper steel column to move vertically to adjust the upper steel column vertical position. Therefore, it can be used to adjust the position of the upper steel column that is docked at the top of the lower steel column, realize butt correction, and improve the welding quality of the steel column butt joint, so that the device can solve the problem of correcting the steel column around the steel column when assembling in the prior art. The positioning clamps are all welded to damage the steel column, and the removal of the positioning clamps causes the surface of the steel column to be uneven, which affects the welding quality of the steel columns after butt joint.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支座固定可吸附于所述下钢柱的下高强磁铁,所述下高强磁铁的吸附于所述下钢柱的表面形成所述下固定面。The further improvement of the correction device for butt jointing of the steel columns of the utility model is that the support is fixed to the lower high-strength magnet that can be adsorbed on the lower steel column, and the lower high-strength magnet is adsorbed on the surface of the lower steel column to form the Lower fixed surface.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支座的底部形成有开口朝向所述下钢柱的凹槽,所述凹槽内嵌设固定有面向所述下钢柱的所述下高强磁铁,所述凹槽设有供开启和关闭所述下高强磁铁的下开关。The further improvement of the correction device for the butt joint of the steel columns of the utility model is that, the bottom of the support is formed with a groove opening towards the lower steel column, and a groove facing the lower steel column is embedded and fixed in the groove. The lower high-strength magnet is described, and the groove is provided with a lower switch for opening and closing the lower high-strength magnet.
本实用新型钢柱对接的校正装置的进一步改进在于,所述竖向推杆固定有可吸附于所述上钢柱的上高强磁铁,所述上高强磁铁的吸附于所述上钢柱的表面与所述下高强磁铁的吸附于所述下钢柱的表面位于同一竖直面,且形成所述上固定面。The further improvement of the correction device for butt jointing of steel columns of the utility model is that the vertical push rod is fixed with an upper high-strength magnet that can be adsorbed on the upper steel column, and the upper high-strength magnet is adsorbed on the surface of the upper steel column It is located on the same vertical plane as the surface of the lower high-strength magnet adsorbed on the lower steel column, and forms the upper fixing surface.
本实用新型钢柱对接的校正装置的进一步改进在于,所述竖向推杆固定有一安装槽,所述安装槽内嵌设固定有面向所述上钢柱的所述上高强磁铁,所述安装槽设有供开启和关闭所述上高强磁铁的上开关。The further improvement of the correction device for butt jointing of steel columns of the utility model is that the vertical push rod is fixed with an installation groove, and the upper high-strength magnet facing the upper steel column is embedded and fixed in the installation groove, and the installation The slot is provided with an upper switch for opening and closing the upper high-strength magnet.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支座固定有支撑于所述上钢柱的支撑结构,所述支座形成有供承托所述支撑结构的下承托面。A further improvement of the correction device for butt jointing of steel columns of the utility model is that the support is fixed with a support structure supported on the upper steel column, and the support is formed with a lower supporting surface for supporting the support structure.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支座形成有位于所述下承托面的上方,且供承托所述竖向千斤顶的上承托面。A further improvement of the correction device for butt jointing of steel columns of the utility model lies in that the support is formed with an upper supporting surface located above the lower supporting surface for supporting the vertical jack.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支座的所述下承托面形成有竖向设置的H型支架,所述H型支架包括竖向相对设置的一对限位杆,和横向连接于所述一对限位杆之间的连接杆,所述一对限位杆的底部位于所述支撑结构的相对两侧,所述一对限位杆的顶部位于所述竖向千斤顶的相对两侧,所述连接杆的顶部形成所述上承托面。The further improvement of the correction device for the butt joint of the steel column of the utility model is that the lower support surface of the support is formed with a vertically arranged H-shaped bracket, and the H-shaped bracket includes a pair of vertically oppositely arranged spacers. rod, and a connecting rod transversely connected between the pair of limiting rods, the bottoms of the pair of limiting rods are located on opposite sides of the support structure, and the tops of the pair of limiting rods are located on the On opposite sides of the vertical jack, the top of the connecting rod forms the upper bearing surface.
本实用新型钢柱对接的校正装置的进一步改进在于,所述支撑结构通过下螺栓固定于一对所述限位杆的底部。The further improvement of the correction device for steel column butt joint of the utility model is that the support structure is fixed to the bottom of a pair of limit rods by lower bolts.
本实用新型钢柱对接的校正装置的进一步改进在于,所述竖向千斤顶的竖向缸体通过上螺栓固定于一对所述限位杆的顶部。The further improvement of the correction device for steel column butt joint of the utility model is that the vertical cylinder body of the vertical jack is fixed to the tops of a pair of limit rods by upper bolts.
附图说明Description of drawings
图1为本实用新型钢柱对接的校正装置的施工状态的结构示意图。Fig. 1 is a structural schematic diagram of the construction state of the correction device for butt jointing of steel columns of the present invention.
图2为本实用新型钢柱对接的校正装置的的结构示意图。Fig. 2 is a structural schematic diagram of the correction device for butt jointing of steel columns of the present invention.
图3为图2的前视图。FIG. 3 is a front view of FIG. 2 .
图4为图2的后视图。FIG. 4 is a rear view of FIG. 2 .
图5为图2的侧视图。FIG. 5 is a side view of FIG. 2 .
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is further described.
参阅图1,显示了本实用新型钢柱对接的校正装置的施工状态的结构示意图。图2为本实用新型钢柱对接的校正装置的的结构示意图。结合图1和图2所示,本实用新型钢柱对接的校正装置用于调节对接于下钢柱10顶端的上钢柱20的位置,所述校正装置包括:Referring to Fig. 1 , it shows a structural schematic view of the construction state of the correction device for butt jointing of steel columns of the present invention. Fig. 2 is a structural schematic diagram of the correction device for butt jointing of steel columns of the present invention. As shown in Fig. 1 and Fig. 2, the correction device for docking steel columns of the present invention is used to adjust the position of the upper steel column 20 docked at the top of the lower steel column 10, and the correction device includes:
设于下钢柱10和上钢柱20的对接位置的支座30,所述支座30形成有可拆卸地贴设固定于所述下钢柱10的侧面的下固定面;以及A support 30 provided at the docking position of the lower steel column 10 and the upper steel column 20, the support 30 is formed with a lower fixing surface that is detachably attached and fixed to the side of the lower steel column 10; and
可拆卸地竖向固定于所述支座30,且对应于所述上钢柱20的竖向千斤顶,50所述竖向千斤顶50包括固定于所述支座30的竖向缸体51和伸缩连接于所述竖向缸体51的竖向推杆52,所述竖向推杆52形成有可拆卸地贴设固定于所述上钢柱20的侧面的上固定面,所述上固定面和所述下固定面位于同一竖直面,从而所述上钢柱20和所述下钢柱10对应的侧面位于同一竖直面,并通过伸缩所述竖向推杆52,带动所述上钢柱20竖向移动实现校正所述上钢柱20的位置。Removably fixed vertically on the support 30, and corresponding to the vertical jack of the upper steel column 20, 50 the vertical jack 50 includes a vertical cylinder 51 fixed on the support 30 and a telescopic Connected to the vertical push rod 52 of the vertical cylinder 51, the vertical push rod 52 is formed with an upper fixing surface detachably pasted and fixed on the side of the upper steel column 20, and the upper fixing surface and the lower fixing surface are located on the same vertical plane, so that the corresponding sides of the upper steel column 20 and the lower steel column 10 are located on the same vertical plane, and the vertical push rod 52 is stretched to drive the upper The vertical movement of the steel column 20 realizes the correction of the position of the upper steel column 20 .
作为本实用新型钢柱对接的校正装置的一较佳实施方式,参阅图3为图2的前视图。图4为图2的后视图。图5为图2的侧视图。结合图1至图5所示,所述支座30固定可吸附于所述下钢柱10的下高强磁铁60,所述下高强磁铁60的吸附于所述下钢柱10的表面形成所述下固定面。通过下高强磁铁60吸附于所述下钢柱10,从而实现支座30可拆卸地固定于所述下钢柱10。同时通过下固定面限制下钢柱10的横向位置。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, refer to FIG. 3 , which is a front view of FIG. 2 . FIG. 4 is a rear view of FIG. 2 . FIG. 5 is a side view of FIG. 2 . 1 to 5, the support 30 is fixed to the lower high-strength magnet 60 that can be adsorbed on the lower steel column 10, and the lower high-strength magnet 60 is adsorbed on the surface of the lower steel column 10 to form the Lower fixed surface. The lower high-strength magnet 60 is adsorbed to the lower steel column 10 , so that the support 30 is detachably fixed to the lower steel column 10 . At the same time, the lateral position of the lower steel column 10 is limited by the lower fixing surface.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述支座30的底部形成有开口朝向所述下钢柱10的凹槽,所述凹槽内嵌设固定有面向所述下钢柱10的所述下高强磁铁60,所述凹槽设有供开启和关闭所述下高强磁铁60的下开关61。通过开启下开关61,使得下高强磁铁60磁吸力的增强,从而将支座30固定于所述下钢柱10,通过关闭下开关61,使得下高强磁铁60的磁吸力减弱,从而将支座30和下钢柱10分离,实现可拆卸连接。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, as shown in Fig. The lower high-strength magnet 60 facing the lower steel column 10 is embedded and fixed in the groove, and the lower switch 61 for opening and closing the lower high-strength magnet 60 is provided in the groove. By opening the lower switch 61, the magnetic attraction force of the lower high-strength magnet 60 is enhanced, thereby fixing the support 30 to the lower steel column 10, and by closing the lower switch 61, the magnetic attraction force of the lower high-strength magnet 60 is weakened, thereby the support 30 is fixed to the lower steel column 10. 30 is separated from the lower steel column 10 to realize detachable connection.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述竖向推杆52固定有可吸附于所述上钢柱20的上高强磁铁70,所述上高强磁铁70的吸附于所述上钢柱20的表面与所述下高强磁铁60的吸附于所述下钢柱10的表面位于同一竖直面,且形成所述上固定面。通过上高强磁铁70吸附于所述上钢柱20,从而实现竖向推杆52可拆卸地固定于所述上钢柱20。同时通过上固定面限制上钢柱20的横向位置,由于上固定面和下固定面位于同一竖直面,从而限制上钢柱20和下钢柱10的对应的侧面位于同一竖直面。As a preferred embodiment of the correction device for docking steel columns of the present invention, as shown in Figures 1 to 5, the vertical push rod 52 is fixed with an upper high-strength magnet 70 that can be adsorbed on the upper steel column 20, The surface of the upper high-strength magnet 70 adsorbed to the upper steel column 20 and the surface of the lower high-strength magnet 60 adsorbed to the lower steel column 10 are located on the same vertical plane, and form the upper fixing surface. The upper high-strength magnet 70 is adsorbed to the upper steel column 20 , so that the vertical push rod 52 is detachably fixed to the upper steel column 20 . At the same time, the lateral position of the upper steel column 20 is limited by the upper fixing surface. Since the upper fixing surface and the lower fixing surface are located on the same vertical plane, the corresponding sides of the upper steel column 20 and the lower steel column 10 are limited to be located on the same vertical plane.
通过竖向推杆52的伸缩可带动固定于竖向推杆52的上高强磁铁70上下移动,从而带动和上高强磁铁70吸附固定的上钢柱20进行上下移动,以调节上钢柱20的竖向位置。Through the expansion and contraction of the vertical push rod 52, the upper high-strength magnet 70 fixed on the vertical push rod 52 can be driven to move up and down, thereby driving the upper steel column 20 adsorbed and fixed by the upper high-strength magnet 70 to move up and down to adjust the position of the upper steel column 20. vertical position.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述竖向推杆52固定有一安装槽72,所述安装槽72内嵌设固定有面向所述上钢柱20的所述上高强磁铁70,所述安装槽72设有供开启和关闭所述上高强磁铁70的上开关71。在本实施例中,下高强磁铁60和上高强磁铁70均具有较大磁吸力,并可通过开关控制磁吸力的大小,且磁吸力不低于2T。As a preferred embodiment of the correction device for steel column docking of the present invention, as shown in Figures 1 to 5, the vertical push rod 52 is fixed with a mounting groove 72, and a mounting groove 72 is fixed inside the mounting groove 72. For the upper high-strength magnet 70 of the upper steel column 20 , the installation groove 72 is provided with an upper switch 71 for opening and closing the upper high-strength magnet 70 . In this embodiment, both the lower high-strength magnet 60 and the upper high-strength magnet 70 have relatively large magnetic attraction force, and the magnitude of the magnetic attraction force can be controlled by a switch, and the magnetic attraction force is not lower than 2T.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述支座30固定有支撑于所述上钢柱20的支撑结构40,所述支座30形成有供承托所述支撑结构40的下承托面。下承托面上形成有与支撑结构40适配的弧形槽。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, as shown in Figures 1 to 5, the support 30 is fixed with a support structure 40 supported on the upper steel column 20, the support 30 forms a lower supporting surface for supporting the supporting structure 40 . An arc-shaped groove adapted to the supporting structure 40 is formed on the lower supporting surface.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述支座30形成有位于所述下承托面的上方,且供承托所述竖向千斤顶50的上承托面。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, as shown in Fig. 1 to Fig. 5, the support 30 is formed above the lower supporting surface and supports the To the upper supporting surface of the jack 50.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述支座30的所述下承托面形成有竖向设置的H型支架31,所述H型支架31包括竖向相对设置的一对限位杆310,和横向连接于所述一对限位杆310之间的连接杆311,所述一对限位杆31的底部位于所述支撑结构40的相对两侧,所述一对限位杆31的顶部位于所述竖向千斤顶50的相对两侧,所述连接杆311的顶部形成所述上承托面。As a preferred embodiment of the correction device for steel column docking of the present invention, as shown in Figures 1 to 5, the lower bearing surface of the support 30 is formed with a vertically arranged H-shaped bracket 31, so The H-shaped bracket 31 includes a pair of limiting rods 310 vertically opposite to each other, and a connecting rod 311 transversely connected between the pair of limiting rods 310, the bottom of the pair of limiting rods 31 is located on the On the opposite sides of the supporting structure 40 , the tops of the pair of limiting rods 31 are located on the opposite sides of the vertical jack 50 , and the tops of the connecting rods 311 form the upper supporting surface.
在本实施例中,下承托面,一对限位杆310的底部和连接杆311之间围合形成一供横向放置支撑结构40的空间。支座30还形成有固定于一对限位杆310的底部的限位板,限位板抵靠于支撑结构40的端部。In this embodiment, the lower supporting surface, the bottoms of the pair of limiting rods 310 and the connecting rod 311 enclose a space for placing the supporting structure 40 laterally. The support 30 is also formed with a limiting plate fixed at the bottom of a pair of limiting rods 310 , and the limiting plate abuts against the ends of the supporting structure 40 .
在本实施例中,上托面,一对限位杆310的上部和连接杆311之间围合形成一供竖向放置竖向千斤顶50的空间。且一对限位杆310设于竖向千斤顶50的相对两侧,从而可对竖向千斤顶50进行限位,防止竖向千斤顶50位移,而影响校正精度。In this embodiment, a space for vertically placing the vertical jack 50 is formed between the upper supporting surface, the upper part of the pair of limit rods 310 and the connecting rod 311 . Moreover, a pair of limit rods 310 are arranged on opposite sides of the vertical jack 50, so as to limit the vertical jack 50 and prevent the displacement of the vertical jack 50 from affecting the calibration accuracy.
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述支撑结构40通过下螺栓80固定于一对所述限位杆311的底部。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, as shown in FIG. 1 to FIG. 5 , the support structure 40 is fixed to the bottom of a pair of limit rods 311 by lower bolts 80 .
作为本实用新型钢柱对接的校正装置的一较佳实施方式,结合图1至图5所示,所述竖向千斤顶50的竖向缸体51通过上螺栓81固定于一对所述限位杆311的顶部。通过采用下螺栓80和上螺栓81固定实现可拆卸连接。As a preferred embodiment of the correction device for butt jointing of steel columns of the present invention, as shown in Figs. the top of the rod 311. The detachable connection is realized by fixing with lower bolts 80 and upper bolts 81 .
在施工过程中,首先将下钢柱10固定好,并用塔吊或者吊车将上钢柱20吊到下钢柱10的正上方,上钢柱20的下端面与下钢柱10的上端面之间直接的距离约为5mm-10mm左右,即焊脚尺寸大小。In the construction process, the lower steel column 10 is first fixed, and the upper steel column 20 is hoisted directly above the lower steel column 10 with a tower crane or a crane, between the lower end surface of the upper steel column 20 and the upper end surface of the lower steel column 10. The direct distance is about 5mm-10mm, which is the size of the solder pin.
吊装完成之后,将本装置的下高强磁铁60吸附固定于下钢柱10的侧面上,上高强磁铁70固定于上钢柱20的侧面上,从而通过上固定面限制上钢柱20的横向位置,通过下固定面限制下钢柱10的横向位置,由于上固定面和下固定面位于同一竖直面,从而可限制上钢柱20和下钢柱10的对应的侧面位于同一竖直面。具体地,可根据钢柱的尺寸和质量的需要,在设置钢柱的对接位置的四周设置多个本校正装置。After the hoisting is completed, the lower high-strength magnet 60 of the device is adsorbed and fixed on the side of the lower steel column 10, and the upper high-strength magnet 70 is fixed on the side of the upper steel column 20, thereby limiting the lateral position of the upper steel column 20 through the upper fixing surface , the lateral position of the lower steel column 10 is limited by the lower fixing surface, and since the upper fixing surface and the lower fixing surface are located on the same vertical plane, the corresponding sides of the upper steel column 20 and the lower steel column 10 can be restricted to be located on the same vertical plane. Specifically, according to the requirements of the size and quality of the steel column, multiple correcting devices can be arranged around the butt joint position of the steel column.
如果上钢柱20偏下或者偏上,存在竖向偏移,则可以调节竖向千斤顶50,采用竖向推杆52竖向伸长或缩短来带动固定于竖向推杆52的上高强磁铁70带动上钢柱20进行竖向移动。If the upper steel column 20 is lower or upper, and there is a vertical offset, then the vertical jack 50 can be adjusted, and the vertical extension or shortening of the vertical push rod 52 is used to drive the upper high-strength magnet fixed on the vertical push rod 52 70 drives the upper steel column 20 to move vertically.
本实用新型钢柱对接的校正装置的有益效果为:The beneficial effects of the correction device for steel column butt joint of the utility model are as follows:
本实用新型钢柱对接的校正装置通过采用支座通过下固定面可拆卸地固定于所述下钢柱,通过上固定面可拆卸地固定于所述上钢柱,从而可利用上固定面限制上钢柱的横向位置,通过下固定面限制下钢柱的横向位置,由于上固定面和下固定面位于同一竖直面,从而可限制上钢柱和下钢柱的对应的侧面位于同一竖直面,以调节上钢柱的水平方向的位置。采用竖向千斤顶可拆卸地竖向固定于所述支座,且对应于所述上钢柱,从而可采用竖向推杆的伸缩移动带动所述上钢柱竖向移动,以调节上钢柱竖向位置。从而能够用于调节对接于下钢柱顶端的上钢柱的位置,实现对接校正,提高钢柱对接的焊接质量,从而采用本装置能够解决现有技术中校正钢柱拼装时在钢柱四周上下均焊接有定位卡板而损伤钢柱,切除定位卡板造成钢柱表面不平整,影响钢柱对接后的焊接质量的问题。The correction device for steel column butt joint of the utility model is detachably fixed to the lower steel column through the lower fixing surface by using the support, and detachably fixed to the upper steel column through the upper fixing surface, so that the upper fixing surface can be used to limit The lateral position of the upper steel column is limited by the lower fixed surface. Since the upper fixed surface and the lower fixed surface are located on the same vertical plane, the corresponding sides of the upper steel column and the lower steel column can be restricted to be located on the same vertical plane. Face directly to adjust the horizontal position of the upper steel column. A vertical jack is detachably fixed vertically to the support and corresponds to the upper steel column, so that the telescopic movement of the vertical push rod can drive the upper steel column to move vertically to adjust the upper steel column vertical position. Therefore, it can be used to adjust the position of the upper steel column that is docked at the top of the lower steel column, realize butt correction, and improve the welding quality of the steel column butt joint, so that the device can solve the problem of correcting the steel column around the steel column when assembling in the prior art. The positioning clamps are all welded to damage the steel column, and the removal of the positioning clamps causes the surface of the steel column to be uneven, which affects the welding quality of the steel columns after butt joint.
以上结合附图实施例对本实用新型进行了详细说明,本领域中普通技术人员可根据上述说明对本实用新型做出种种变化例。因而,实施例中的某些细节不应构成对本实用新型的限定,本实用新型将以所附权利要求书界定的范围作为本实用新型的保护范围。The utility model has been described in detail above with reference to the embodiments of the accompanying drawings, and those skilled in the art can make various changes to the utility model according to the above description. Therefore, some details in the embodiments should not constitute a limitation to the utility model, and the utility model shall take the scope defined by the appended claims as the protection scope of the utility model.
Claims (10)
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| CN201821949830.9U CN209353754U (en) | 2018-11-26 | 2018-11-26 | Correction device for steel column butt joint |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379275A (en) * | 2020-03-30 | 2020-07-07 | 中铁第四勘察设计院集团有限公司 | A system and method for positioning steel pipe columns of underground structures with cover and excavation |
| CN112264754A (en) * | 2020-11-25 | 2021-01-26 | 中国三冶集团有限公司 | Alignment device and alignment method for butt welding of H-shaped steel |
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2018
- 2018-11-26 CN CN201821949830.9U patent/CN209353754U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111379275A (en) * | 2020-03-30 | 2020-07-07 | 中铁第四勘察设计院集团有限公司 | A system and method for positioning steel pipe columns of underground structures with cover and excavation |
| CN111379275B (en) * | 2020-03-30 | 2024-12-06 | 中铁第四勘察设计院集团有限公司 | A steel pipe column positioning system and method for underground structure with cover and excavation reverse construction |
| CN112264754A (en) * | 2020-11-25 | 2021-01-26 | 中国三冶集团有限公司 | Alignment device and alignment method for butt welding of H-shaped steel |
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