CN207538480U - A kind of lattice temporary support for curved tube component - Google Patents
A kind of lattice temporary support for curved tube component Download PDFInfo
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- CN207538480U CN207538480U CN201721639803.7U CN201721639803U CN207538480U CN 207538480 U CN207538480 U CN 207538480U CN 201721639803 U CN201721639803 U CN 201721639803U CN 207538480 U CN207538480 U CN 207538480U
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Abstract
The utility model discloses a kind of lattice temporary supports for curved tube component, including lattice stent and the support jig for being arranged on lattice cradle top, the support jig includes the first support end and the second support end that are oppositely arranged, first support end includes the first horse plate, one group of first support post and one group of first diagonal brace, second support end includes the second horse plate, one group of second support post and one group of second diagonal brace, the first horse plate is arranged on one group of first support post upper end, the second horse plate is arranged on one group of second support post upper end, the first horse plate is arranged in parallel with the second horse plate；The lattice cradle top is equipped with supporting table, and first support end and the second support end are arranged in supporting table.Its stable structure, bearing capacity is strong, plays the role of good reliable temporary support, and suitable for the dome-like roof of bending, ensure that the installation accuracy and progress of integrated engineering.
Description
Technical field
The utility model is related to the technical fields of architectural engineering, more particularly to a kind of lattice for curved tube component
Temporary support.
Background technology
Structural steelwork be with steel make based on structure, the mainly girder steel made of shaped steel and steel plate etc., steel column, steel
The components such as truss form, and generally use weld seam, bolt or rivet interlacement between each component or component are main building structure classes
One of type.Because its dead weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, bridge, venue, Super High.
Steel structural form is various, in order to reduce high altitude bulk and overhead welding to the greatest extent, improves installation effectiveness, can be by component point
Section piecemeal is assembled in ground moulding bed, is then lifted, and support function is realized using temporary support when piecemeal lifts.
It is temporarily supported above in total hoisting process and plays a very important role, in the structure hoisting stage, Suo Youchong
Amount will all be undertaken by temporary support, and after lifting, structure is unloaded further through temporary support, therefore, not only interim to prop up
The reasonable setting of support and its important, the reasonability and bearing capacity of the structure of single temporary support are also very crucial.
Utility model content
The purpose of utility model：The utility model discloses a kind of lattice temporary support for curved tube component,
Stable structure, bearing capacity is strong, plays the role of good reliable temporary support, and suitable for the dome-like roof of bending, ensure that
The installation accuracy and progress of integrated engineering；Its adjustable in length, lattice piece repeat utilization, and it is high to can support height.
Technical solution：In order to achieve the goal above, the utility model discloses a kind of lattices for curved tube component
Formula temporary support, including lattice stent and the support jig for being arranged on lattice cradle top, the support jig includes phase
To the first support end and the second support end of setting, first support end include the first horse plate, one group of first support post and
One group of first diagonal brace, second support end include the second horse plate, one group of second support post and one group of second diagonal brace, and described the
One horse plate is arranged on one group of first support post upper end, and the second horse plate is arranged on one group of second support post upper end, described
First horse plate is arranged in parallel with the second horse plate；The lattice cradle top is equipped with supporting table, first support end and second
Support end is arranged in supporting table.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the lattice pedestal lower end
It is connect with beams of concrete by converting girder steel or is connect by built-in fitting with lower platform.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the supporting table periphery are equipped with
Operating platform, the operating platform edge are equipped with safe fence.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the lattice stent include
One group of upright bar and one group of brace set one group of brace, and one group of brace is set in continuous V-arrangement between two adjacent upright bars.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the upright bar are equipped with first
Brace node, the brace end are equipped with the second brace node, pass through the first brace node and the between the upright bar and brace
Two brace nodes connect.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the first brace node and
Second brace node includes connecting portion and bar portion, and the connecting portion is equipped with one group of reinforcing rib.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the connecting portion diameter are more than
Gauge diameter, it is convex in the part of bar portion that one group of reinforcing rib circular array shape is distributed in connecting portion, and the reinforcing rib is in
Triangle, one end are connect with connecting portion, and the other end is connect with bar portion.
Further, above-mentioned a kind of lattice temporary support for curved tube component, the conversion girder steel are H-shaped.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
（1）A kind of lattice temporary support for curved tube component described in the utility model, stable structure are held
Loading capability is strong, plays the role of good reliable temporary support, and suitable for the dome-like roof of bending, ensure that the peace of integrated engineering
Fill precision and progress；Its adjustable in length, lattice piece repeat utilization, and it is high to can support height.
（2）A kind of lattice temporary support for curved tube component described in the utility model, converts setting for girder steel
Meter, is in order to which concrete is protected not to be destroyed；The H-shaped stabilized structure of girder steel is wherein converted, support effect is good.
（3）A kind of lattice temporary support for curved tube component described in the utility model, the first support end and
Second support end height is different, is used to support the differently curved shape of place's frame, and the design of the first horse plate and the second horse plate makes circle
The pipe component line parallel with two contacts, good positioning effect and the stability that ensure that positioning support.
（4）A kind of lattice temporary support for curved tube component described in the utility model, the first brace node
With the design of the second brace node, convenient for brace and the installation of upright bar, and node installation is secured, intensity is high.
（5）A kind of lattice temporary support for curved tube component described in the utility model, supporting table and operation
The design of platform, bearing capacity is good, and personnel easy to operation work on the operational platform, safe.
Description of the drawings
Fig. 1 is a kind of structural representation of lattice temporary support for curved tube component described in the utility model
Figure；
Fig. 2 is a kind of conversion girder steel of lattice temporary support for curved tube component described in the utility model
Structure diagram；
Fig. 3 is a kind of knot of the built-in fitting of lattice temporary support for curved tube component described in the utility model
Structure schematic diagram；
Fig. 4 is a kind of the first brace section of lattice temporary support for curved tube component described in the utility model
The structure diagram of point and the second brace node；
In figure：The first support ends of 1-, 101- the first horse plates, the first support posts of 102-, the first diagonal braces of 103-, 2- second
Support end, 201- the second horse plates, the second support posts of 202-, the second diagonal braces of 203-, 3- supporting tables, 4- conversion girder steels, the main steel of 401-
Beam, 402- tie-beams, 5- beams of concretes, 6- built-in fittings, 7- lower platforms, 8- operating platforms, 9- safe fences, 10- upright bars, 11-
Brace, 12- the first brace nodes, 13- the second brace nodes, 14- connecting portions, 15- bar portions, 16- reinforcing ribs.
Specific embodiment
Below in conjunction with the accompanying drawings, specific embodiment of the present invention is described in detail.
Embodiment
A kind of lattice temporary support for curved tube component of the utility model, as shown in Figures 1 to 4, including
Lattice stent and the support jig for being arranged on lattice cradle top, the support jig include the be oppositely arranged first support
1 and second support end 2 of end, first support end 1 include 101, one group of first support post 102 of the first horse plate and one group first
Diagonal brace 103, second support end 2 include 201, one group of second support post 202 of the second horse plate and one group of second diagonal brace 203,
The first horse plate 101 is arranged on one group of first 102 upper end of support post, and the second horse plate 201 is arranged on one group second
Column 202 upper end is supportted, the first horse plate 101 is arranged in parallel with the second horse plate 201, the first parallel horse plate 101 and the
Two horse plates, 201 height is different, is used to support the dome-like roof of bending；The lattice cradle top is equipped with supporting table 3, and described the
One support end 1 and the second support end 2 are arranged in supporting table 3.
Lattice pedestal lower end described in the present embodiment with beams of concrete 5 connect or passes through built-in fitting by converting girder steel 4
6 connect with lower platform 7.The conversion girder steel 4 is H-shaped, main girder steel 401 including a pair of parallel setting and is arranged on one
One group of tie-beam 402 between main girder steel 401.
The periphery of supporting table 3 described in the present embodiment is equipped with operating platform 8, and 8 edge of operating platform is equipped with safe fence
9。
Lattice stent described in the present embodiment includes one group of upright bar 10 and one group of brace 11, between two adjacent upright bars 10
One group of brace 11 is set, and one group of brace 11 is set in continuous V-arrangement.The upright bar 10 is equipped with the first brace node 12, institute
11 end of brace is stated equipped with the second brace node 13, passes through the first brace node 12 and second between the upright bar 10 and brace 11
Brace node 13 connects.
First brace node 12 described in the present embodiment and the second brace node 13 include connecting portion 14 and bar portion 15, institute
Connecting portion 14 is stated equipped with one group of reinforcing rib 16.14 diameter of connecting portion is more than 15 diameter of bar portion, and one group of reinforcing rib 16 is in
It is convex in the part of bar portion 15 that circular array column-shaped is distributed in connecting portion 14, and the reinforcing rib 16 is triangular in shape, and one end is with connecting
Portion 14 connects, and the other end is connect with bar portion 15.
In the present embodiment, lattice temporary support must assure that the overall stability after setting up, using rigid support and
Cable wind rope is by the lattice temporary support and ground stabilization and reinforcement.According to the difference of support force during lifting, carry out every and face
When the rational design that supports, must make end before being temporarily supported above segmental hoisting and hand over inspector's acceptance(check) that can use.
Each temporary support is lifted in place, and be fixed with cable wind rope, while consolidate with ground, concrete foundation or floor beam by position
It is fixed.It is temporarily supported above in total hoisting process and plays a very important role, in the structure hoisting stage, all wt all will
It is undertaken by temporary support, after lifting, structure is unloaded further through temporary support, so the setting of temporary support will be by
Lifting requirements are strictly set.
The above is only the preferred embodiment of the utility model, it should be noted that for the ordinary skill of the art
For personnel, under the premise of the utility model principle is not departed from, several improvement can also be made, these improvement also should be regarded as this
The protection domain of utility model.
Claims (8)
1. a kind of lattice temporary support for curved tube component, it is characterised in that：Including lattice stent and it is arranged on
The support jig of lattice cradle top, the support jig include the first support end being oppositely arranged（1）With the second support end
（2）, first support end（1）Including the first horse plate（101）, one group of first support post（102）With one group of first diagonal brace
（103）, second support end（2）Including the second horse plate（201）, one group of second support post（202）With one group of second diagonal brace
（203）, the first horse plate（101）It is arranged on one group of first support post（102）Upper end, the second horse plate（201）Setting
In one group of second support post（202）Upper end, the first horse plate（101）With the second horse plate（201）It is arranged in parallel；The lattice
Formula cradle top is equipped with supporting table（3）, first support end（1）With the second support end（2）It is arranged at supporting table（3）On.
2. a kind of lattice temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Lattice pedestal lower end is by converting girder steel（4）With beams of concrete（5）Connection passes through built-in fitting（6）With lower platform（7）Even
It connects.
3. a kind of lattice temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Supporting table（3）Periphery is equipped with operating platform（8）, the operating platform（8）Edge is equipped with safe fence（9）.
4. a kind of lattice temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Lattice stent includes one group of upright bar（10）With one group of brace（11）, adjacent two upright bars（10）Between one group of brace is set
（11）, and one group of brace（11）It is set in continuous V-arrangement.
5. a kind of lattice temporary support for curved tube component according to claim 4, it is characterised in that：It is described
Upright bar（10）It is equipped with the first brace node（12）, the brace（11）End is equipped with the second brace node（13）, the upright bar
（10）With brace（11）Between pass through the first brace node（12）With the second brace node（13）Connection.
6. a kind of lattice temporary support for curved tube component according to claim 5, it is characterised in that：It is described
First brace node（12）With the second brace node（13）Include connecting portion（14）And bar portion（15）, the connecting portion（14）If
There is one group of reinforcing rib（16）.
7. a kind of lattice temporary support for curved tube component according to claim 6, it is characterised in that：It is described
Connecting portion（14）Diameter is more than bar portion（15）Diameter, one group of reinforcing rib（16）Circular array shape is distributed in connecting portion（14）
It is convex in bar portion（15）Part, and the reinforcing rib（16）It is triangular in shape, one end and connecting portion（14）Connection, the other end and bar
Portion（15）Connection.
8. a kind of lattice temporary support for curved tube component according to claim 2, it is characterised in that：It is described
Convert girder steel（4）It is H-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639803.7U CN207538480U (en) | 2017-11-30 | 2017-11-30 | A kind of lattice temporary support for curved tube component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639803.7U CN207538480U (en) | 2017-11-30 | 2017-11-30 | A kind of lattice temporary support for curved tube component |
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| Publication Number | Publication Date |
|---|---|
| CN207538480U true CN207538480U (en) | 2018-06-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721639803.7U Active CN207538480U (en) | 2017-11-30 | 2017-11-30 | A kind of lattice temporary support for curved tube component |
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| CN (1) | CN207538480U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707177A (en) * | 2019-01-28 | 2019-05-03 | 中国五冶集团有限公司 | For the support adjusting block in big special-shaped component installation combined type support system |
| CN113882712A (en) * | 2021-10-26 | 2022-01-04 | 中国建筑第二工程局有限公司 | Temporary support reinforcing method for large-scale suspension type steel structure construction |
| CN114182967A (en) * | 2021-12-24 | 2022-03-15 | 中冶城市投资控股有限公司 | Tire cap device for supporting rod piece with inclined structure and unloading method of tire cap device |
-
2017
- 2017-11-30 CN CN201721639803.7U patent/CN207538480U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707177A (en) * | 2019-01-28 | 2019-05-03 | 中国五冶集团有限公司 | For the support adjusting block in big special-shaped component installation combined type support system |
| CN113882712A (en) * | 2021-10-26 | 2022-01-04 | 中国建筑第二工程局有限公司 | Temporary support reinforcing method for large-scale suspension type steel structure construction |
| CN113882712B (en) * | 2021-10-26 | 2023-02-03 | 中国建筑第二工程局有限公司 | Temporary support reinforcing method for large-scale suspension type steel structure construction |
| CN114182967A (en) * | 2021-12-24 | 2022-03-15 | 中冶城市投资控股有限公司 | Tire cap device for supporting rod piece with inclined structure and unloading method of tire cap device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |