CN207633791U - A kind of free-standing temporary support for curved tube component - Google Patents
A kind of free-standing temporary support for curved tube component Download PDFInfo
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- CN207633791U CN207633791U CN201721639838.0U CN201721639838U CN207633791U CN 207633791 U CN207633791 U CN 207633791U CN 201721639838 U CN201721639838 U CN 201721639838U CN 207633791 U CN207633791 U CN 207633791U
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- curved tube
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Abstract
The utility model discloses a kind of free-standing temporary supports for curved tube component, including independently supporting and being arranged the support platform in independent branch support, the first support end and the second support end are relatively set in the support platform, first support end includes one group of first upright bar and is arranged the first horse plate one group of first upright bar upper end, second support end includes one group of second upright bar and the second horse plate one group of second upright bar upper end is arranged, and the first horse plate is arranged in parallel with the second horse plate.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, and simple in structure, installation is easy, and is built at low cost.
Description
Technical field
The utility model is related to the technical fields of architectural engineering, more particularly to a kind of stand alone type 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
Then section piecemeal is lifted in the assembly of ground moulding bed, 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, after lifting, be unloaded to structure further through temporary support, therefore, not only interim to prop up
Support it is reasonable be arranged and its it is 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 free-standing 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；And it is simple in structure, installation is easy, and is built at low cost.
Technical solution：In order to achieve the goal above, the utility model discloses a kind of independences for curved tube component
Formula temporary support, including the support platform in independent branch support is independently supported and is arranged, it is oppositely arranged in the support platform
There are the first support end and the second support end, first support end to include one group of first upright bar and be arranged in one group of first upright bar
The first horse plate at end, second support end include one group of second upright bar and are arranged the second horse one group of second upright bar upper end
Plate, the first horse plate are arranged in parallel with the second horse plate.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the independent support lower end are logical
The first embedded part is crossed to connect with lower platform.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the independent support lower end are logical
It crosses conversion girder steel to connect with one group of second embedded part, second embedded part is connect with lower platform.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, first embedded part include the
One embedded part plate and one group of first dowel, the first embedded part plate are connected with independent support, and one group of first dowel setting is the
Below one embedded part plate, it is distributed in the quadrangle of the first embedded part plate.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the conversion girder steel include flat
A pair of main girder steel of row setting and the tie-beam being arranged between main girder steel, second embedded part are arranged under main girder steel both ends
Side.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the independent support and support
One group of first hound is equipped between platform, one group of first hound lower end is connected with independent support, upper end respectively with branch
Support four angles connection of platform.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the independent support and conversion
One group of second hound is equipped between girder steel, one group of second hound upper end is connected with independent support, lower end respectively with turn
Change four points connection of girder steel.
Further, above-mentioned a kind of free-standing temporary support for curved tube component, the main girder steel in I-shaped,
And it is equipped with one group of ribbed stiffener.
Above-mentioned technical proposal can be seen that the utility model and have the advantages that：
（1）A kind of free-standing 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；And it is simple in structure, installation is easy, and is built at low cost.
（2）A kind of free-standing temporary support for curved tube component described in the utility model, converts setting for girder steel
Meter, is to protect concrete not to be destroyed；The stabilized structure of girder steel is wherein converted, support effect is good.
（3）A kind of free-standing 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 free-standing temporary support for curved tube component described in the utility model, the first hound and
The design of second hound greatly strengthens whole temporary support by simple structure and four-point supporting, keeps overall structure steady
It is fixed secured, good reliability.
（5）A kind of free-standing temporary support for curved tube component described in the utility model, the structure of embedded part are steady
Gu having accomplished fluently the basis of whole temporary support.
Description of the drawings
Fig. 1 is described in the utility model a kind of for the first embodiment party of the free-standing temporary support of curved tube component
The structural schematic diagram of formula；
Fig. 2 is a kind of second of embodiment party of free-standing temporary support for curved tube component described in the utility model
The structural schematic diagram of formula；
Fig. 3 is described in the utility model a kind of for the first embodiment party of the free-standing temporary support of curved tube component
The schematic diagram of first embedded part of formula；
Fig. 4 is a kind of second of embodiment party of free-standing temporary support for curved tube component described in the utility model
The schematic diagram of second embedded part of formula；
In figure：1- is independently supported, 2- support platforms, the first support ends of 3-, the first upright bars of 31-, 32- the first horse plates, 4-
Two support ends, the second upright bars of 41-, 42- the second horse plates, the first embedded parts of 5-, 51- the first embedded part plates, the first dowels of 52-, 6- conversions
Girder steel, the main girder steels of 61-, 62- tie-beams, 63- ribbed stiffeners, the second embedded parts of 7-, 71- the second embedded part plates, the second dowels of 72-, 8-
One hound, the second hounds of 9-.
Specific implementation mode
Below in conjunction with the accompanying drawings, specific embodiment of the present invention is described in detail.
Embodiment 1
A kind of free-standing temporary support for curved tube component of the utility model, as shown in figures 1 and 3, including
Independent support 1 supports the support platform 2 at 1 top with being arranged in independence, and the first support end is relatively set in the support platform 2
3 and second support end 4, first support end 3 include one group of first upright bar 31 and be arranged one group of first 31 upper end of upright bar
First horse plate 32, second support end 4 include one group of second upright bar 41 and are arranged the second of one group of second 41 upper end of upright bar
Horse plate 42, the first horse plate 32 are arranged in parallel with the second horse plate 42.
1 lower end is independently supported to be connect with lower platform by the first embedded part 5 described in the present embodiment.First embedded part 5 wraps
The first embedded part plate 51 and one group of first dowel 52 are included, the first embedded part plate 51 is connect with independent support 1, one group of first anchor
Muscle 52 is arranged below the first embedded part plate 51, is distributed in the quadrangle of the first embedded part plate 51.First dowel 52 is L-shaped,
With the perforation plug welding of the first embedded part plate 51.
It is independently supported described in the present embodiment and is equipped with one group of first hound 8 between 1 and support platform 2, described one group the
One hound, 8 lower end is connect with independent support 1, and upper end is connect with four angles of support platform 2 respectively.The support platform 2 is wrapped
The outline border of hollow and criss-cross inner beam are included, wherein independent support 1 is arranged on the center of cross inner beam i.e. crosspoint.
In the present embodiment, free-standing temporary support must assure that the overall stability after setting up, using rigid support and
Cable wind rope is by the free-standing temporary support and ground stabilization and reinforcement.According to the difference of support force when lifting, carries 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 by position, cable wind rope is used in combination to be fixed, while is solid with ground, concrete foundation or floor beam
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 arranged.
Embodiment 2
A kind of free-standing temporary support for curved tube component of the utility model, as shown in Figure 2 and Figure 4, including
Independent support 1 supports the support platform 2 at 1 top with being arranged in independence, and the first support end is relatively set in the support platform 2
3 and second support end 4, first support end 3 include one group of first upright bar 31 and be arranged one group of first 31 upper end of upright bar
First horse plate 32, second support end 4 include one group of second upright bar 41 and are arranged the second of one group of second 41 upper end of upright bar
Horse plate 42, the first horse plate 32 are arranged in parallel with the second horse plate 42.
1 lower end is independently supported to be connect with one group of second embedded part 7 by converting girder steel 6 described in the present embodiment, described second
Embedded part 7 is connect with lower platform.The conversion girder steel 6 includes the main girder steel 61 of a pair disposed in parallel and is arranged between main girder steel 61
Tie-beam 62, second embedded part 7 is arranged in the lower section at 61 both ends of main girder steel.Second embedded part 7 includes the second embedded part plate
71 and one group of second dowel 72, the second embedded part plate 71 connect with main girder steel 61, one group of second dowel 72 setting is the
Two embedded part plates, 71 lower section, is distributed in the quadrangle of the second embedded part plate 71.
It is independently supported described in the present embodiment and is equipped with one group of first hound 8 between 1 and support platform 2, described one group the
One hound, 8 lower end is connect with independent support 1, and upper end is connect with four angles of support platform 2 respectively.The independent support 1 with
One group of second hound 9 is equipped between conversion girder steel 6, one group of second hound, 9 upper end is connect with independent support 1, lower end
It is connect respectively with four points of conversion girder steel 6.
Main girder steel 61 described in the present embodiment is in I-shaped, and is equipped with one group of ribbed stiffener 63.The setting of the ribbed stiffener 63 exists
At the main girder steel 61 of second embedded part, 7 top, and at the main girder steel 61 of 9 lower section of independent support 1 and the second hound.The main steel
Beam 61 and tie-beam 62 form the outline border of hollow and criss-cross inner beam, and the independent support 1 is arranged in cross inner beam
On center, that is, crosspoint, one group of second hound, 9 lower end is connect with the quadrangle of the outline border of hollow respectively.
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, without departing from the principle of this utility model, 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 free-standing temporary support for curved tube component, it is characterised in that：Including independent support（1）Exist with setting
Independent support（1）The support platform at top（2）, the support platform（2）On be relatively set with the first support end（3）With second
Support end（4）, first support end（3）Including one group of first upright bar（31）With setting in one group of first upright bar（31）The of upper end
One horse plate（32）, second support end（4）Including one group of second upright bar（41）With setting in one group of second upright bar（41）Upper end
The second horse plate（42）, the first horse plate（32）With the second horse plate（42）It is arranged in parallel.
2. a kind of free-standing temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Independent support（1）Lower end passes through the first embedded part（5）It is connect with lower platform.
3. a kind of free-standing temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Independent support（1）Lower end is by converting girder steel（6）With one group of second embedded part（7）Connection, second embedded part（7）Connect with lower platform
It connects.
4. a kind of free-standing temporary support for curved tube component according to claim 2, it is characterised in that：It is described
First embedded part（5）Including the first embedded part plate（51）With one group of first dowel（52）, the first embedded part plate（51）With independent support
（1）Connection, one group of first dowel（52）It is arranged in the first embedded part plate（51）Lower section is distributed in the first embedded part plate（51）'s
Quadrangle.
5. a kind of free-standing temporary support for curved tube component according to claim 3, it is characterised in that：It is described
Convert girder steel（6）Including the main girder steel of a pair disposed in parallel（61）With setting in main girder steel（61）Between tie-beam（62）, institute
State the second embedded part（7）It is arranged in main girder steel（61）The lower section at both ends.
6. a kind of free-standing temporary support for curved tube component according to claim 1, it is characterised in that：It is described
Independent support（1）With support platform（2）Between be equipped with one group of first hound（8）, one group of first hound（8）Lower end with
Independent support（1）Connection, upper end respectively with support platform（2）Four angles connection.
7. a kind of free-standing temporary support for curved tube component according to claim 3, it is characterised in that：It is described
Independent support（1）With conversion girder steel（6）Between be equipped with one group of second hound（9）, one group of second hound（9）Upper end with
Independent support（1）Connection, lower end respectively with conversion girder steel（6）Four points connection.
8. a kind of free-standing temporary support for curved tube component according to claim 5, it is characterised in that：It is described
Main girder steel（61）In I-shaped, and it is equipped with one group of ribbed stiffener（63）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639838.0U CN207633791U (en) | 2017-11-30 | 2017-11-30 | A kind of free-standing temporary support for curved tube component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721639838.0U CN207633791U (en) | 2017-11-30 | 2017-11-30 | A kind of free-standing temporary support for curved tube component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207633791U true CN207633791U (en) | 2018-07-20 |
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ID=62854982
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721639838.0U Active CN207633791U (en) | 2017-11-30 | 2017-11-30 | A kind of free-standing temporary support for curved tube component |
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| Country | Link |
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| CN (1) | CN207633791U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737468A (en) * | 2020-12-31 | 2022-07-12 | 江苏沪宁钢机股份有限公司 | Special-shaped antler-shaped overpass supporting column and manufacturing method thereof |
-
2017
- 2017-11-30 CN CN201721639838.0U patent/CN207633791U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737468A (en) * | 2020-12-31 | 2022-07-12 | 江苏沪宁钢机股份有限公司 | Special-shaped antler-shaped overpass supporting column and manufacturing method thereof |
| CN114737468B (en) * | 2020-12-31 | 2023-07-28 | 江苏沪宁钢机股份有限公司 | Special-shaped deer-horn-shaped overpass support column and manufacturing method thereof |
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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 |
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. |
|
| CP02 | Change in the address of a patent holder |