CN210104566U - Convenient and stable lifting frame - Google Patents
Convenient and stable lifting frame Download PDFInfo
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- CN210104566U CN210104566U CN201821799134.4U CN201821799134U CN210104566U CN 210104566 U CN210104566 U CN 210104566U CN 201821799134 U CN201821799134 U CN 201821799134U CN 210104566 U CN210104566 U CN 210104566U
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- bridge floor
- support column
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Abstract
The utility model discloses a convenient, stable form hoisting frame, include: the support column, the both sides of support column are equipped with interim the support, the support column top is equipped with a set of support, the top of support is equipped with the bridge floor crossbeam, the top of bridge floor crossbeam is equipped with the steel pad roof beam, the top of steel pad roof beam is equipped with two sets of lifting support, is equipped with the lifting mechanism between every group lifting support, the below of lifting mechanism is equipped with down the anchor point, the anchor point extends to the below of bridge floor crossbeam through promoting the steel strand wires down to cooperate with the bridge floor crossbeam. The utility model discloses in be equipped with interim support through the both sides of support column, increase the stability of its structure to set up two sets of promotion supports in the top that the girder steel filled up, let it fix the lifting mechanism, and set up in the below of lifting mechanism and promote steel strand wires and be connected with the anchor point down, the implementation of its later stage promotion work of being convenient for, whole structure is comparatively simple, easily realizes, fine solution the problem of current bridge floor hoist and mount.
Description
Technical Field
The utility model belongs to the technical field of the steel construction building, in particular to convenient, stable form hoisting frame.
Background
With the rapid development of social economy, all trades are constantly developing, as are the construction industry. Most of traditional buildings are concrete buildings, no matter large-scale venues or bridges, the construction period is long, the needed labor is large, the construction cost of a construction unit is seriously increased due to the influence of weather, and the construction period is also seriously influenced.
In the construction process of a bridge, most of the traditional bridge decks are constructed through cement boards, or the bridge decks are reversely installed by reinforced concrete, the whole construction period is long, and the process is complex. Current bridge along with steel construction building technology's maturity gradually, a lot of bridges also begin to adopt the steel construction to build gradually, and at the construction of the in-process bridge floor of building, need adopt equipment to promote it and build, nevertheless present hoisting equipment mostly all need build special track and supply its operation, however it is comparatively loaded down with trivial details to the construction.
SUMMERY OF THE UTILITY MODEL
Utility model purpose: in order to overcome not enough above, the utility model aims at providing a convenient, stable form hoisting frame, its simple structure, reasonable in design, its both sides through the support column are equipped with interim support, increase the stability of its structure to set up two sets of promotion supports in the top of girder steel pad, let it fix the lifting mechanism, and set up in the below of lifting mechanism and promote the steel strand wires and be connected with the lower anchor point, be convenient for the implementation of its later stage promotion work.
The technical scheme is as follows: in order to achieve the above object, the utility model provides a convenient, stable form hoisting frame, include: the support column, the both sides of support column are equipped with interim the support, the support column top is equipped with a set of support, the top of support is equipped with the bridge floor crossbeam, the top of bridge floor crossbeam is equipped with the steel pad roof beam, the top of steel pad roof beam is equipped with two sets of lifting support, is equipped with the lifting mechanism between every group lifting support, the below of lifting mechanism is equipped with down the anchor point, the anchor point extends to the below of bridge floor crossbeam through promoting the steel strand wires down to cooperate with the bridge floor crossbeam.
The utility model discloses in a convenient, stable form hoisting frame, its both sides through the support column are equipped with interim support, increase the stability of its structure to set up two sets of promotion supports in the top that the girder steel filled up, let it fix the lifting mechanism, and set up in the below of lifting mechanism and promote the steel strand wires and be connected with the anchor point down, be convenient for the implementation of its later stage lifting work, whole structure is comparatively simple, easily realizes, fine solution the problem of current bridge floor hoist and mount.
Furthermore, a column body is arranged in the support column, a group of partition plates are arranged inside the column body, a group of transverse partition plates and a group of longitudinal partition plates are arranged in the partition plates, connecting rib plates are distributed on the inner wall of the column body, the transverse partition plates are distributed on the inner side of the column body and are fixedly connected with the connecting rib plates, a first longitudinal partition plate and a second longitudinal partition plate are arranged in the longitudinal partition plates, the first longitudinal partition plate is vertically arranged above the transverse partition plates, and the second longitudinal partition plate is vertically arranged with the first longitudinal partition plate. The setting of support column inside baffle through transverse partition and longitudinal baffle, has optimized the structure of pier column shaft, great its support performance that provides improves the stability of its connection.
Preferably, a group of pad beams are arranged in the temporary support, and the pad beams are H-shaped steel beams. The support and the structural stability are improved.
Furthermore, be equipped with a set of stand and crossbeam in the interim support, the crossbeam is located between two adjacent stands, is equipped with the bracing between two crossbeams, the top of stand is equipped with the supporting seat that is used for supporting the bridge floor crossbeam. The temporary support adopts unique structural design, thereby not only ensuring the stability of the structure of the temporary support, but also effectively improving the support performance of the temporary support.
Furthermore, it comprises to promote the support and adopt the double-pin H girder steel, promote the steel strand wires below the lifting mechanism and pass the double-pin H girder steel and extend to the below of bridge floor crossbeam. The lifting support adopts a unique structure of double H-shaped steel beams, and the supporting and bearing performance of the lifting support is greatly improved.
Furthermore, a concrete bridge is arranged in the bridge deck cross beam, the end part of the concrete bridge is connected with the steel box girder through the steel cross beam, and a group of supports at the top of the supporting column are respectively arranged below the concrete bridge and the steel cross beam. Combine together concrete and steel construction, great improvement its bridge floor structure's stability, the promotion of also being convenient for.
Above-mentioned technical scheme can find out, the utility model discloses following beneficial effect has:
1. the utility model discloses in a convenient, stable form hoisting frame, its both sides through the support column are equipped with interim support, increase the stability of its structure to set up two sets of promotion supports in the top that the girder steel filled up, let it fix the lifting mechanism, and set up in the below of lifting mechanism and promote the steel strand wires and be connected with the anchor point down, be convenient for the implementation of its later stage lifting work, whole structure is comparatively simple, easily realizes, fine solution the problem of current bridge floor hoist and mount.
2. The utility model discloses in the setting of support column inside baffle, through transverse baffle and longitudinal baffle's setting, optimized the structure of pier column shaft, great its support performance that provides improves the stability of its connection.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural diagram of the middle support column of the present invention.
Detailed Description
The invention will be further elucidated with reference to the drawings and the specific embodiments.
Example 1
A portable, stable lift frame as shown in fig. 1 and 2, comprising: support column 1, the both sides of support column 1 are equipped with interim support 7, 1 top of support column is equipped with a set of support, the top of support is equipped with bridge floor crossbeam 3, the top of bridge floor crossbeam 3 is equipped with steel pad roof beam 4, the top of steel pad roof beam 4 is equipped with two sets of lifting support 5, is equipped with raiser 6 between every lifting support 5 of group, the below of raiser 6 is equipped with down anchor point 61, anchor point 61 extends to the below of bridge floor crossbeam 3 through promoting the steel strand wires down to cooperate with bridge floor crossbeam 3.
In this embodiment, a column body 11 is disposed in the support column 1, a group of partition plates 12 is disposed inside the column body 11, a group of transverse partition plates 121 and longitudinal partition plates 122 are disposed in the partition plates 12, connecting rib plates 13 are distributed on an inner wall of the column body 11, the transverse partition plates 121 are distributed on an inner side of the column body 11 and are fixedly connected with the connecting rib plates 13, a first longitudinal partition plate 1221 and a second longitudinal partition plate 1222 are disposed in the longitudinal partition plates 122, the first longitudinal partition plate 1221 is vertically disposed above the transverse partition plate 121, and the second longitudinal partition plate 1222 is vertically disposed above the first longitudinal partition plate 1221.
In this embodiment, a set of pad beams 8 is arranged in the temporary support 7, and the pad beams 8 are H-shaped steel beams.
In this embodiment, the temporary support 7 is provided with a set of columns 71 and beams 72, the beams 72 are disposed between two adjacent columns 71, an inclined strut 73 is disposed between two beams 72, and a support seat 74 for supporting the deck beam 3 is disposed at the top of the column 71.
In this embodiment the lifting support 5 is formed by double-spliced H-shaped steel beams, and the lifting steel strands below the lifter 6 penetrate through the double-spliced H-shaped steel beams to extend to the lower part of the bridge deck beam 3.
In this embodiment, the lifter 6 is a hydraulic cylinder.
Example 2
A portable, stable lift frame as shown in fig. 1 and 2, comprising: support column 1, the both sides of support column 1 are equipped with interim support 7, 1 top of support column is equipped with a set of support, the top of support is equipped with bridge floor crossbeam 3, the top of bridge floor crossbeam 3 is equipped with steel pad roof beam 4, the top of steel pad roof beam 4 is equipped with two sets of lifting support 5, is equipped with raiser 6 between every lifting support 5 of group, the below of raiser 6 is equipped with down anchor point 61, anchor point 61 extends to the below of bridge floor crossbeam 3 through promoting the steel strand wires down to cooperate with bridge floor crossbeam 3.
In this embodiment, a column body 11 is disposed in the support column 1, a group of partition plates 12 is disposed inside the column body 11, a group of transverse partition plates 121 and longitudinal partition plates 122 are disposed in the partition plates 12, connecting rib plates 13 are distributed on an inner wall of the column body 11, the transverse partition plates 121 are distributed on an inner side of the column body 11 and are fixedly connected with the connecting rib plates 13, a first longitudinal partition plate 1221 and a second longitudinal partition plate 1222 are disposed in the longitudinal partition plates 122, the first longitudinal partition plate 1221 is vertically disposed above the transverse partition plate 121, and the second longitudinal partition plate 1222 is vertically disposed above the first longitudinal partition plate 1221.
In this embodiment, a set of pad beams 8 is arranged in the temporary support 7, and the pad beams 8 are H-shaped steel beams.
In this embodiment, the temporary support 7 is provided with a set of columns 71 and beams 72, the beams 72 are disposed between two adjacent columns 71, an inclined strut 73 is disposed between two beams 72, and a support seat 74 for supporting the deck beam 3 is disposed at the top of the column 71.
In this embodiment the lifting support 5 is formed by double-spliced H-shaped steel beams, and the lifting steel strands below the lifter 6 penetrate through the double-spliced H-shaped steel beams to extend to the lower part of the bridge deck beam 3.
In this embodiment, a concrete bridge 31 is arranged in the bridge deck beam 3, the end of the concrete bridge 31 is connected with a steel box girder 33 through a steel beam 32, and a group of supports at the top of the support column 1 are respectively arranged below the concrete bridge 31 and the steel beam 32.
In this embodiment, the lifter 6 is a hydraulic cylinder.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications can be made without departing from the principles of the present invention, and these modifications should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides a convenient, stable form hoisting frame which characterized in that: the method comprises the following steps: support column (1), the both sides of support column (1) are equipped with interim support (7), support column (1) top is equipped with a set of support, the top of support is equipped with bridge floor crossbeam (3), the top of bridge floor crossbeam (3) is equipped with steel pad roof beam (4), the top of steel pad roof beam (4) is equipped with two sets of promotion supports (5), and every group promotes and is equipped with between support (5) raiser (6), the below of raiser (6) is equipped with down anchor point (61), down anchor point (61) extend to the below of bridge floor crossbeam (3) through promoting the steel strand wires to cooperate with bridge floor crossbeam (3).
2. The portable, stable lift frame of claim 1, wherein: the novel support column is characterized in that a column body (11) is arranged in the support column (1), a group of partition plates (12) are arranged in the column body (11), a group of transverse partition plates (121) and longitudinal partition plates (122) are arranged in the partition plates (12), connecting rib plates (13) are distributed on the inner wall of the column body (11), the transverse partition plates (121) are distributed on the inner side of the column body (11) and are fixedly connected with the connecting rib plates (13), a first longitudinal partition plate (1221) and a second longitudinal partition plate (1222) are arranged in the longitudinal partition plates (122), the first longitudinal partition plate (1221) is vertically arranged above the transverse partition plates (121), and the second longitudinal partition plate (1222) is vertically arranged with the first longitudinal partition plate (1221).
3. The portable, stable lift frame of claim 1, wherein: a group of pad beams (8) are arranged in the temporary support (7), and the pad beams (8) are H-shaped steel beams.
4. The portable, stable lift frame of claim 1, wherein: a group of upright columns (71) and cross beams (72) are arranged in the temporary support (7), the cross beams (72) are arranged between two adjacent upright columns (71), inclined struts (73) are arranged between the two cross beams (72), and supporting seats (74) for supporting the bridge deck cross beams (3) are arranged at the tops of the upright columns (71).
5. The portable, stable lift frame of claim 1, wherein: promote support (5) and adopt the double-pin H girder steel to constitute, the promotion steel strand wires of lifting mechanism (6) below pass the double-pin H girder steel and extend to the below of bridge floor crossbeam (3).
6. The portable, stable lift frame of claim 1, wherein: be equipped with concrete bridge (31) in bridge floor crossbeam (3), the tip of concrete bridge (31) passes through steel crossbeam (32) and is connected with steel box girder (33), the below of concrete bridge (31) and steel crossbeam (32) is located respectively to a set of support at support column (1) top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821799134.4U CN210104566U (en) | 2018-11-02 | 2018-11-02 | Convenient and stable lifting frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821799134.4U CN210104566U (en) | 2018-11-02 | 2018-11-02 | Convenient and stable lifting frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210104566U true CN210104566U (en) | 2020-02-21 |
Family
ID=69529652
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821799134.4U Active CN210104566U (en) | 2018-11-02 | 2018-11-02 | Convenient and stable lifting frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210104566U (en) |
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2018
- 2018-11-02 CN CN201821799134.4U patent/CN210104566U/en active Active
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| Date | Code | Title | Description |
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| 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. |
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| CP02 | Change in the address of a patent holder |