CN201679238U - Adjustable support for installation of steel structure - Google Patents

Adjustable support for installation of steel structure Download PDF

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Publication number
CN201679238U
CN201679238U CN2010201953134U CN201020195313U CN201679238U CN 201679238 U CN201679238 U CN 201679238U CN 2010201953134 U CN2010201953134 U CN 2010201953134U CN 201020195313 U CN201020195313 U CN 201020195313U CN 201679238 U CN201679238 U CN 201679238U
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CN
China
Prior art keywords
steel
positioning
latticed shell
support
adjustable supports
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.)
Expired - Fee Related
Application number
CN2010201953134U
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Chinese (zh)
Inventor
石义维
李坚
米本周
段俊峰
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.)
Shenzhen Construction Engineering Group Co Ltd
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Shenzhen Construction Engineering Group Co Ltd
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Priority to CN2010201953134U priority Critical patent/CN201679238U/en
Application granted granted Critical
Publication of CN201679238U publication Critical patent/CN201679238U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides an adjustable support for the installation of a steel structure. Since the adjustable support can be adjusted upwards and downwards and a positioning support steel plate is arranged at the top part and is welded at the top part of a support bar, after the support vertical bar of the adjustable support is installed, the adjustable support can do plane rotation around the steel pipe of the support vertical bar, the fine tuning of coordinate points can be realized through a total station to ensure accurate positioning, the requirements on the three-dimensional spatial coordinates of steel latticed shell nodes can be satisfied finally and the alignment to the three-dimensional coordinate points at the bottom of the steel latticed shell nodes and the positioning of the steel latticed shell nodes are convenient. Moreover, since a steel latticed shell node plate is temporarily fixed on the positioning supporting steel plate of the adjustable support through spot welding, not only the positioning of the steel latticed shell nodes is ensured to be accurate and firm but also the positioning, the connection, the installation and the welding of latticed shell bar pieces can be conducted immediately to form an integral latticed shell.

Description

A kind of Steel Structure Installation adjustable supports device
Technical field
The utility model relates to the realm of building construction, particularly utilizes total powerstation control adjustable supports device to carry out back, steel work space mounting location and supports net shell node adjustable supports device.
Background technology
Total powerstation, promptly full site type electronic tachometer (Electronic Total Station).Being a kind of light harvesting, mechanical, electrically being the high-tech measuring apparatus of one, is to catchment the straight angle, vertical angle, distance (oblique distance, flat apart from), vertical survey function in the instrument of surveying and mapping system of one.Once settle instrument because of it and just can finish whole surveying works on this survey station, so be referred to as total powerstation.Be widely used in precise engineering survey or deformation monitoring fields such as heavy construction on the ground and construction of underground tunnel.
Along with improving constantly of people's living standard, people are more and more higher to the requirement of building, constantly pursue appearance and modeling on economic, practical basis.The steel screen structure is as a kind of novel building structure, particularly to spatial special multi-curved surface net shell, not only have characteristics such as novel structure, when satisfying safety of structure, rolled steel dosage is less, have better economic, and all kinds of moulding of long span building roofing are had unique compliance, in engineerings such as large-scale utilities building stadiums, conference and exhibition center, obtained using widely.
Spatial special multi-curved surface net shell adopts the construction technology of high altitude bulk method substantially, drop into turnover materials such as a large amount of scaffolds, and the construction period is longer, and the working measure expense is bigger; Because the net shell is the spatial special structure, and each three-dimensional coordinate point position is all different, the problem that how to solve accurate location is the technological difficulties of this type of latticed shell structure construction on the construction technology.
In the spatial special multi-curved surface net shell construction prior art, adopt the space coordinates of total powerstation with net shell node mostly, survey is set on the locating rack that is welded on the steel pipe moulding bed, carry out the net shell node positioning and fixing again and be connected net shell rod member with welding, efficiency of construction is low, and the construction period is longer, the operating expenses height.
Summary of the invention:
For overcoming the location defective of net shell node in the prior art, the utility model discloses a kind of Steel Structure Installation construction bearing of adjustable supports device as each rod member connected node of net shell.
The technical scheme of adjustable supports device of the present utility model is: a kind of Steel Structure Installation adjustable supports device, be arranged on the net shell anchor point, the support node plate, described adjustable supports device comprises steel support bar (2), location rest steel plate, a steel vertical rod, described steel vertical rod are fixed on the platform under the described net shell anchor point, and described steel support bar is a screw rod, its top is provided with " U " type rest, and the screw rod lower end extend in the middle of the described vertical rod; Described location rest steel plate is one vertically to be welded on the square plate in the support bar top grooved steel plate.At described steel support bar is on the screw rod, and a nut with handles is set, and described nut is provided with the button with axial limiting in described steel vertical rod, the screw-threaded engagement on described nut and the strut.
Further, the Steel Structure Installation of the above is with in the adjustable supports device: described steel vertical rod is a steel pipe by the fixing hollow of the horizontal steel tube of a fastener and a moulding bed.Also comprise hound in addition, described hound is a reinforcing bar, and an end points is welded on described " U " type rest, and an end points is welded on the described moulding bed.
A kind of Steel Structure Installation of the present utility model with the adjustable supports device owing to can adjust up and down, and be provided with the top that a location rest steel plate is welded on support bar at the top, after the bearing vertical rod of this adjustable supports device has installed, can do the plane around the bearing pole steel tube rotates, and coordinate point is finely tuned according to total powerstation, make its accurate location, finally meet the three dimensional space coordinate requirement of steel screen node, and be convenient to aim at the three-dimensional coordinate point at the bottom of the steel screen node and locate.
That this method has is with low cost, it is simple, easy to operate to make, superiority that work efficiency improves, construction quality guarantees.
Below in conjunction with the drawings and specific embodiments the utility model is done comparatively detailed description.
Description of drawings:
Accompanying drawing 1 is a kind of adjustable supports device structural representation of the utility model embodiment 1.
Accompanying drawing 2 supports two cruciform gusset plate welding rod schematic representations for the adjustable supports device that uses two embodiment 1.
Among the figure: 1, moulding bed, 2, support bar, 3, location rest steel plate, 4, vertical rod, 5, " U " type rest, 6, nut, 7, handle, 8, hound, 9, fastener, 10, allocation control points, 11, rod member, 12, cruciform gusset plate.
The specific embodiment
As shown in Figure 1, a kind of Steel Structure Installation adjustable supports device, put on net shell anchor point, the support node plate, comprise steel support bar 2, location rest steel plate 3, a steel vertical rod 4, steel vertical rod 4 is a steel pipe by the fixing hollow of other steel pipe of a fastener 9 and a moulding bed 1, described steel support bar 2 is a screw rod, described location rest steel plate 3 is one vertically to be welded on the square plate on the described support bar 2, on described vertical rod 4 tops one with handles 7 nut 6 is set, screw thread on the described support bar 2 and 6 engagements of described nut extend in the middle of the described vertical rod 4.In order to guarantee when the swivel nut 6, support bar moves vertically, nut 6 is provided with the button with axial limiting in described steel vertical rod 4, is provided with " U " type rest 5 on described support bar 2 tops, the described location of welding rest steel plate 3 in described " U " type rest 5.In addition, also comprise hound 8, described hound 8 is a reinforcing bar, and an end points is welded on described " U " type rest 5, and an end points is welded on the described moulding bed 1.Behind the preliminary installation in position of adjustable supports device of present embodiment, can pass through handle 7 swivel nuts 6, like this, just can make the support bar 2 that is positioned at it flexible up and down,, reach the requirement of net shell node absolute altitude to regulate the height of location rest steel plate 3, simultaneously, can promote slightly and rotate support bar 2, drive location rest steel plate 5 rotation above it, under the observing and controlling of total powerstation, reach the accurate positioning requirements of space coordinates of net shell node.
The adjustable supports device of present embodiment is owing to can adjust up and down, and be provided with the top that a location rest steel plate is welded on support bar at the top, after the bearing vertical rod of this adjustable supports device has installed, can do the plane around the bearing pole steel tube rotates, and coordinate point is finely tuned according to total powerstation, make its accurate location, finally meet the three dimensional space coordinate requirement of steel screen node, and be convenient to aim at the three-dimensional coordinate point at the bottom of the steel screen node and locate.Simultaneously, use spot welding in this method, temporarily anchor on the location rest steel plate of adjustable supports device, both guaranteed the steel screen node locating accurately, firmly, can carry out net shell rod member location, connection again immediately and welding is installed, formation net shell integral body the steel screen gusset plate.
Fig. 2 is the use schematic diagram of the adjustable supports device of present embodiment, adjustable supports device with two embodiment 1 among the figure supports two cruciform gusset plates, 12 welding rod members 11, method is to use in the installation of high altitude bulk method at spatial special multi-curved surface net shell to carry out space orientation as gusset plate, may further comprise the steps:
A, each node coordinate parameter of installation net shell is imported in advance and is stored in the total powerstation, during construction under the measurement of total powerstation control, simultaneously with described a plurality of adjustable supports devices, be installed to the gusset plate plane coordinates place that connects described net shell rod member, regulate the adjustable supports device, make its rest steel plate top, location be adjusted to the absolute altitude place of net shell rod member connected node bottom;
B, gusset plate spot welding is positioned to locate rest steel plate top, with allocation control points 10 places that are about on the horizon bar that reinforcing bar spot welding as hound is fixed on the bearing steel pipe.
Present embodiment uses in the construction of high altitude bulk method to spatial special multi-curved surface net shell, in its top bit is the three dimensional space coordinate of net shell rod member connected node bottom, net shell rod member connected node generally is a cruciform gusset plate, the T-shaped gusset plate is also arranged, and the position of each gusset plate determines it is complicated, unique three dimensional space coordinate.General measure method, the location technology of building operations can't satisfy its requirement, for this reason, adopt the control of adjustable supports device and total powerstation, and the three-dimensional coordinate point of net shell rod member connected node is precisely located.Prior meaning be with low cost, make simple, easy to operate, work efficiency and improve.
The adjustable supports device of the utility model embodiment with and better embodiment have as advantage:
(1) vertically adjustable, WidFin is precisely located fast;
(2) vertical positioning control steel plate and the welding of U type rest seat had both guaranteed to have certain supporting capacity, can do the plane around adjustable steel support steel pipe again and rotate the best stress point of searching, and solve the problem of misalignment that deviations brings;
(3) conveniently remove as pad the gusset plate intersection area, and the adjustable supports device also can reuse;
(4) it is indeformable support to adopt reinforcing bar to guarantee, can make full use of the engineering bar dowel simultaneously.

Claims (3)

1. Steel Structure Installation adjustable supports device, be arranged on the net shell anchor point, the support node plate, it is characterized in that: described adjustable supports device comprises steel support bar (2), location rest steel plate (3), a steel vertical rod (4), described steel vertical rod (4) are fixed on the platform under the described net shell anchor point, and described steel support bar (2) is a screw rod, its top is provided with " U " type rest (5), and the screw rod lower end extend in the middle of the described vertical rod (4); Described location rest steel plate (3), be one vertically to be welded on the square plate in support bar (2) the top slot shaped steel plate, at described steel support bar (2) is on the screw rod, the nut (6) of one (7) with handles is set, described nut (6) is provided with and the button of going up axial limiting in described steel vertical rod (4), the screw-threaded engagement on described nut (6) and the strut (2).
2. Steel Structure Installation adjustable supports device according to claim 1 is characterized in that: described steel vertical rod (4) is a steel pipe by the fixing hollow of the fastener (9) and the horizontal steel tube of a moulding bed (1).
3. Steel Structure Installation adjustable supports device according to claim 2, it is characterized in that: also comprise hound (8), described hound (8) is a reinforcing bar, and an end points is welded on described " U " the type rest (5), and an end points is welded on the described moulding bed (1).
CN2010201953134U 2010-05-14 2010-05-14 Adjustable support for installation of steel structure Expired - Fee Related CN201679238U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201953134U CN201679238U (en) 2010-05-14 2010-05-14 Adjustable support for installation of steel structure

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Application Number Priority Date Filing Date Title
CN2010201953134U CN201679238U (en) 2010-05-14 2010-05-14 Adjustable support for installation of steel structure

Publications (1)

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103342264A (en) * 2013-06-18 2013-10-09 国家电网公司 Electric paying-off automobile
CN104533098A (en) * 2014-12-18 2015-04-22 国家电网公司 Steel tube beam assembling construction method
CN107060093A (en) * 2017-03-31 2017-08-18 中建六局安装工程有限公司 The support system and assembling method of large-scale oblique braiding gusset plate latticed shell structure
CN107620470A (en) * 2016-07-14 2018-01-23 五冶集团上海有限公司 A kind of ball hinged support device for large-span shell moulding bed bearing
CN108731658A (en) * 2018-08-14 2018-11-02 河北建设集团股份有限公司 The method of precise positioning reticulated shell welded spherical node
CN109372274A (en) * 2018-12-17 2019-02-22 北京城建集团有限责任公司 A kind of high-altitude wire frame installation system and its construction method
CN109812017A (en) * 2019-03-27 2019-05-28 中建一局集团第二建筑有限公司 The limiting device and its construction method of adjustable angle for temporary support reticulated shell
CN110792261A (en) * 2019-11-15 2020-02-14 黄艳梅 Steel structure engineering site construction installation splicing pre-positioning equipment and installation method
CN112605921A (en) * 2020-12-21 2021-04-06 南京筑新科技有限公司 Installation positioning device of space reticulated shell steel structure
CN113882696A (en) * 2021-10-26 2022-01-04 中国建筑第八工程局有限公司 Space positioning device for steel structure cross inserting plate joint and construction method thereof

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103342264A (en) * 2013-06-18 2013-10-09 国家电网公司 Electric paying-off automobile
CN104533098A (en) * 2014-12-18 2015-04-22 国家电网公司 Steel tube beam assembling construction method
CN107620470B (en) * 2016-07-14 2019-09-13 五冶集团上海有限公司 A kind of ball hinged support device for large-span shell moulding bed support
CN107620470A (en) * 2016-07-14 2018-01-23 五冶集团上海有限公司 A kind of ball hinged support device for large-span shell moulding bed bearing
CN107060093B (en) * 2017-03-31 2019-03-22 中建六局安装工程有限公司 The support system and assembling method of large-scale oblique braiding gusset plate latticed shell structure
CN107060093A (en) * 2017-03-31 2017-08-18 中建六局安装工程有限公司 The support system and assembling method of large-scale oblique braiding gusset plate latticed shell structure
CN108731658A (en) * 2018-08-14 2018-11-02 河北建设集团股份有限公司 The method of precise positioning reticulated shell welded spherical node
CN109372274A (en) * 2018-12-17 2019-02-22 北京城建集团有限责任公司 A kind of high-altitude wire frame installation system and its construction method
CN109372274B (en) * 2018-12-17 2023-12-01 北京城建集团有限责任公司 High-altitude net rack installation system and construction method thereof
CN109812017A (en) * 2019-03-27 2019-05-28 中建一局集团第二建筑有限公司 The limiting device and its construction method of adjustable angle for temporary support reticulated shell
CN109812017B (en) * 2019-03-27 2024-01-26 中建一局集团第二建筑有限公司 Angle-adjustable limiting device for temporary supporting reticulated shell and construction method of angle-adjustable limiting device
CN110792261A (en) * 2019-11-15 2020-02-14 黄艳梅 Steel structure engineering site construction installation splicing pre-positioning equipment and installation method
CN112605921A (en) * 2020-12-21 2021-04-06 南京筑新科技有限公司 Installation positioning device of space reticulated shell steel structure
CN113882696A (en) * 2021-10-26 2022-01-04 中国建筑第八工程局有限公司 Space positioning device for steel structure cross inserting plate joint and construction method thereof
CN113882696B (en) * 2021-10-26 2023-02-28 中国建筑第八工程局有限公司 Space positioning device for steel structure cross inserting plate joint and construction method thereof

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101222

Termination date: 20190514