CN212129839U - Steel pipe reinforcing column structure - Google Patents
Steel pipe reinforcing column structure Download PDFInfo
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- CN212129839U CN212129839U CN201921960019.5U CN201921960019U CN212129839U CN 212129839 U CN212129839 U CN 212129839U CN 201921960019 U CN201921960019 U CN 201921960019U CN 212129839 U CN212129839 U CN 212129839U
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- column structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 143
- 239000010959 steel Substances 0.000 title claims abstract description 143
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 19
- 238000010408 sweeping Methods 0.000 claims abstract description 13
- 125000006850 spacer group Chemical group 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 238000009432 framing Methods 0.000 abstract description 9
- 238000003466 welding Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 238000005728 strengthening Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000011218 segmentation Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
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Abstract
The utility model provides a steel pipe reinforced column structure, include: a plurality of I-beams arranged on the structural plate; the first steel plate is erected on each I-shaped steel; the steel pipe reinforcing column comprises a vertical rod, and a horizontal rod and a sweeping rod which are respectively connected with the vertical rod, wherein the bottom end of the vertical rod is supported on the first steel plate, and the horizontal rod is in lap joint with the surrounding full hall frame body; the second steel plate is supported at the top end of the steel pipe reinforcing column; the steel section jig is arranged on the second steel plate; and the jack is arranged on the profile steel jig frame, and one end of the steel beam is erected on the jack. The utility model solves the problem of low bearing capacity of the traditional full framing scaffold, and increases the strength of the frame body of the full framing scaffold; the construction problem of how to safely and accurately fix the steel beam after the steel beam is hoisted in place and before the welding is finished is solved, and the safety and the accuracy of the steel structure construction are improved; the steel pipe reinforced column structure is convenient for site operation, and is economical and applicable.
Description
Technical Field
The utility model relates to a steel pipe strengthens post structure.
Background
The large-span steel beam is usually in a cantilever structure before being folded, the structure type is extremely unstable, a traditional full framing scaffold is erected to serve as an operation platform, the bearing capacity is low, and the cantilever end of the steel beam cannot be placed on the operation platform, so that the difficult problem of how to safely and accurately fix the steel beam after being hoisted in place until the welding is completed is caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel pipe strengthens post structure.
In order to solve the above problem, the utility model provides a steel pipe strengthens post structure, include:
a plurality of I-beams arranged on the structural plate;
the first steel plate is erected on each I-shaped steel;
the steel pipe reinforcing column comprises a vertical rod, and a horizontal rod and a sweeping rod which are respectively connected with the vertical rod, wherein the bottom end of the vertical rod is supported on the first steel plate, and the horizontal rod is in lap joint with the surrounding full frame body;
the second steel plate is supported at the top end of the steel pipe reinforcing column;
the steel section jig is arranged on the second steel plate;
and one end of the steel beam is erected on the jack 7.
Further, in the structure, the combined type full hall frame further comprises a cross brace, the cross brace is respectively in lap joint with the vertical rod and the full hall frame body, and the included angle between the cross brace and the ground is 45-60 degrees.
Further, in the above structure, the vertical rod, the horizontal rod and the sweeping rod are erected by steel pipes with a diameter of 48mm × 3.6 mm;
the distance between the vertical rods is 200 mm;
the distance between the floor sweeping rod and the ground is 200 mm;
the step pitch between the horizontal rods is 0.9m, and the horizontal rods are lapped with the surrounding full hall frame bodies every 1.8 m.
Further, in the structure, a cushion block is arranged between the section steel jig frame and the jack.
Furthermore, in the above structure, a steel fence is further disposed on a plane formed by the horizontal rod and the surrounding full hall frame body.
Compared with the prior art, the utility model solves the problem of low bearing capacity of the traditional full framing scaffold, and increases the strength of the frame body of the full framing scaffold; the construction problem of how to safely and accurately fix the steel beam after the steel beam is hoisted in place and before the welding is finished is solved, and the safety and the accuracy of the steel structure construction are improved; the steel pipe reinforced column structure is convenient for site operation, and is economical and applicable. The utility model provides a full hall scaffold steel pipe strengthens post and supports design temporarily can regard as the bearing structure of large-span girder steel before folding, is used for the on-the-spot segmentation of large-span girder steel to assemble the work progress in, has improved security, the accuracy of steel construction.
Drawings
Fig. 1 is a vertical bar layout of a steel pipe reinforcing column according to an embodiment of the present invention;
FIG. 2 is a plan view of a steel tube reinforcement column according to an embodiment of the present invention;
FIG. 3 is an elevation view of a steel tube reinforcement column according to an embodiment of the present invention;
fig. 4 is a front view of a steel pipe reinforcing column according to an embodiment of the present invention.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
As shown in fig. 1-4, the utility model provides a steel pipe strengthens post structure, include:
a plurality of I-shaped steel 2 arranged on the structural plate 1;
the first steel plate 3 is erected on each I-shaped steel 2;
the steel tube reinforcing column 4 comprises a vertical rod, and a horizontal rod and a sweeping rod which are respectively connected with the vertical rod, wherein the bottom end of the vertical rod is supported on the first steel plate 3, and the horizontal rod is in lap joint with the surrounding full hall frame body 11;
a second steel plate 5, wherein the second steel plate 5 is supported at the top end of the steel pipe reinforcing column 4;
a steel jig 6 provided on the second steel plate 5;
and a jack 7 arranged on the section steel jig frame 6, wherein one end of the steel beam 8 is erected on the jack 7.
The foundation of the reinforced column is a first steel plate 3 with the thickness of 20 multiplied by 1000mm, the lower parts of all the 20 multiplied by 1000 steel plates are fully paved with 12# I-steel 2, two ends of the I-steel 2 are laid at the concrete column beam part of the floor, and a second steel plate 5 with the thickness of 20 multiplied by 850mm is arranged at the top of the steel tube reinforced column 4.
The utility model solves the problem of low bearing capacity of the traditional full framing scaffold, and increases the strength of the frame body of the full framing scaffold; the construction problem of how to safely and accurately fix the steel beam after the steel beam is hoisted in place and before the welding is finished is solved, and the safety and the accuracy of the steel structure construction are improved; the steel pipe reinforced column structure is convenient for site operation, and is economical and applicable. The utility model provides a full hall scaffold steel pipe strengthens post and supports design temporarily can regard as the bearing structure of large-span girder steel before folding, is used for the on-the-spot segmentation of large-span girder steel to assemble the work progress in, has improved security, the accuracy of steel construction.
The utility model discloses in well steel pipe reinforced column structure one embodiment, still include the bridging, the bridging respectively with pole setting and full hall support body overlap joint, the bridging is 45 ~ 60 with the contained angle on ground.
Herein, the strengthening column is provided with the cross braces from top to bottom, and the included angle between the cross braces and the ground is 45-60 degrees, so as to ensure the stability of the steel pipe strengthening column structure.
In one embodiment of the steel tube reinforced column structure of the present invention, the vertical rod, the horizontal rod and the sweeping rod are erected by steel tubes with a diameter of 48mm × 3.6 mm;
the distance between the vertical rods is 200 mm;
the distance between the floor sweeping rod and the ground is 200 mm;
the step pitch between the horizontal rods is 0.9m, and the horizontal rods are lapped with the surrounding full hall frame bodies every 1.8 m;
so as to ensure the stability of the steel pipe reinforcing column structure.
The utility model discloses in well steel pipe reinforced column structure an embodiment, still be provided with cushion 9 between shaped steel bed-jig 6 and jack 7 to increase the steadiness of jack 7 installation.
The utility model discloses in an embodiment of well steel pipe reinforced column structure, still be provided with steel basketry 10 on the plane that the horizontal pole links with the full hall support body on every side, the steel basketry can regard as the operation face, also can prevent to fall down the thing.
As shown in fig. 1 to 4, the method for installing the steel pipe reinforced column structure includes:
step S1, arranging a plurality of I-shaped steel 2 on the structural plate 1;
step S2, erecting a first steel plate 3 on each I-shaped steel 2;
step S3, manufacturing a steel pipe reinforcing column 4, wherein the steel pipe reinforcing column 4 comprises a vertical rod, and a horizontal rod and a floor sweeping rod which are respectively connected with the vertical rod, supporting the bottom end of the vertical rod on the first steel plate 3, and lapping the horizontal rod with the surrounding full hall frame body 11;
step S4, supporting a second steel plate 5 on the top end of the steel pipe reinforcing column 4;
step S5, disposing a steel jig 6 on the second steel plate 5;
step S6, a jack 7 is provided on the steel jig 6, and one end of a steel beam 8 is mounted on the jack 7.
The foundation of the reinforced column is a first steel plate 3 with the thickness of 20 multiplied by 1000mm, the lower parts of all the steel plates with the thickness of 20 multiplied by 1000mm are fully paved with 12# I-steel 2, two ends of the I-steel 2 are laid at the concrete column beam part of the floor, and a second steel plate 5 with the thickness of 20 multiplied by 850mm is arranged at the top of the steel tube reinforced column 4.
The utility model solves the problem of low bearing capacity of the traditional full framing scaffold, and increases the strength of the frame body of the full framing scaffold; the construction problem of how to safely and accurately fix the steel beam after the steel beam is hoisted in place and before the welding is finished is solved, and the safety and the accuracy of the steel structure construction are improved; the steel pipe reinforced column structure is convenient for site operation, and is economical and applicable. The utility model provides a full hall scaffold steel pipe strengthens post and supports design temporarily can regard as the bearing structure of large-span girder steel before folding, is used for the on-the-spot segmentation of large-span girder steel to assemble the work progress in, has improved security, the accuracy of steel construction.
The utility model discloses in the installation method embodiment of well steel pipe reinforced column structure, step S3, after 4 are strengthened to the preparation steel pipe, still include:
and respectively lapping the cross braces with the upright stanchions and the full hall frame body, wherein the included angle between the cross braces and the ground is 45-60 degrees.
Herein, the strengthening column is provided with the cross braces from top to bottom, and the included angle between the cross braces and the ground is 45-60 degrees, so as to ensure the stability of the steel pipe strengthening column structure.
In an embodiment of the installation method of the steel pipe reinforcing column structure of the present invention, in the step S3 of manufacturing the steel pipe reinforcing column 4, the vertical rod, the horizontal rod and the sweeping rod are erected by steel pipes with a diameter of 48mm × 3.6 mm;
the distance between the vertical rods is 200 mm;
the distance between the floor sweeping rod and the ground is 200 mm;
the step pitch between the horizontal rods is 0.9m, and the horizontal rods are lapped with the surrounding full hall frame bodies every 1.8 m;
so as to ensure the stability of the steel pipe reinforcing column structure.
In an embodiment of the installation method of the steel tube reinforced column structure of the present invention, step S5, after the steel form jig 6 is disposed on the second steel plate 5, further includes:
and a cushion block 9 is arranged between the section steel jig frame 6 and the jack 7 so as to increase the installation stability of the jack 7.
The utility model discloses in the installation method embodiment of well steel pipe reinforced column structure, will after horizontal pole and the full hall support body overlap joint on every side, still include:
a steel fence 10 is arranged on the plane formed by connecting the horizontal rod and the surrounding full hall frame body, and the steel fence can be used as an operation surface and can also prevent objects from falling.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
It will be apparent to those skilled in the art that various changes and modifications may be made to the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (5)
1. A steel tube reinforced column structure, comprising:
a plurality of I-beams arranged on the structural plate;
the first steel plate is erected on each I-shaped steel;
the steel pipe reinforcing column comprises a vertical rod, and a horizontal rod and a sweeping rod which are respectively connected with the vertical rod, wherein the bottom end of the vertical rod is supported on the first steel plate, and the horizontal rod is in lap joint with the surrounding full frame body;
the second steel plate is supported at the top end of the steel pipe reinforcing column;
the steel section jig is arranged on the second steel plate;
and the jack is arranged on the profile steel jig frame, and one end of the steel beam is erected on the jack.
2. The steel pipe reinforced column structure of claim 1, further comprising a cross brace, wherein the cross brace is respectively lapped with the vertical rod and the full hall frame body, and an included angle between the cross brace and the ground is 45-60 °.
3. The steel tube reinforced column structure of claim 1, wherein the vertical, horizontal and sweeping poles are erected from steel tubes of 48mm x 3.6mm in diameter;
the distance between the vertical rods is 200 mm;
the distance between the floor sweeping rod and the ground is 200 mm;
the step pitch between the horizontal rods is 0.9m, and the horizontal rods are lapped with the surrounding full hall frame bodies every 1.8 m.
4. The steel pipe reinforced column structure as claimed in claim 1, wherein a spacer is further provided between the steel jig frame and the jack.
5. A steel tube reinforced column structure as claimed in claim 1, wherein a steel fence is further provided on the plane connecting the horizontal bar and the surrounding full hall frame body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921960019.5U CN212129839U (en) | 2019-11-14 | 2019-11-14 | Steel pipe reinforcing column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921960019.5U CN212129839U (en) | 2019-11-14 | 2019-11-14 | Steel pipe reinforcing column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212129839U true CN212129839U (en) | 2020-12-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921960019.5U Active CN212129839U (en) | 2019-11-14 | 2019-11-14 | Steel pipe reinforcing column structure |
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| CN (1) | CN212129839U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952761A (en) * | 2019-11-14 | 2020-04-03 | 上海建工五建集团有限公司 | Steel pipe reinforcing column structure and installation method thereof |
| CN115405080A (en) * | 2022-10-12 | 2022-11-29 | 中建四局第一建设有限公司 | Sectional type turnover operation frame and construction method thereof |
-
2019
- 2019-11-14 CN CN201921960019.5U patent/CN212129839U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952761A (en) * | 2019-11-14 | 2020-04-03 | 上海建工五建集团有限公司 | Steel pipe reinforcing column structure and installation method thereof |
| CN115405080A (en) * | 2022-10-12 | 2022-11-29 | 中建四局第一建设有限公司 | Sectional type turnover operation frame and construction method thereof |
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