CN203238948U - Hollow ultrahigh formwork profile steel platform - Google Patents
Hollow ultrahigh formwork profile steel platform Download PDFInfo
- Publication number
- CN203238948U CN203238948U CN 201320128553 CN201320128553U CN203238948U CN 203238948 U CN203238948 U CN 203238948U CN 201320128553 CN201320128553 CN 201320128553 CN 201320128553 U CN201320128553 U CN 201320128553U CN 203238948 U CN203238948 U CN 203238948U
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- type girder
- scaffold
- profile steel
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- girder steel
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Abstract
Disclosed is a hollow ultrahigh formwork profile steel platform. A formwork scaffold is arranged on the hollow ultrahigh formwork profile steel platform, and comprises a transverse profile steel beam, a longitudinal profile steel platform, a scaffold floor, a supporting scaffold and at least two lower layer formwork platforms which are equal in height. The two ends of the transverse profile steel beam are arranged on the two lower layer formwork platforms respectively and are fixed through end portion fixing pieces. The longitudinal profile steel beam is perpendicularly arranged on the transverse profile steel beam and is fixedly connected with the transverse profile steel beam. The scaffold floor is paved on a plane formed by interweaving of the longitudinal profile steel beam and the transverse profile steel beam, and the supporting scaffold is supported below the plane and is connected with the lower layer formwork platforms through pull rods. Because an ultrahigh formwork scaffold is developed into a single-layer formwork scaffold, the hollow ultrahigh formwork profile steel platform can provide large movement space for construction personnel, is easy and convenient to construct and high in safety, and can be widely used for constructing horizontal members in small hollow courtyards.
Description
Technical field
The utility model relates to a kind of steel concrete horizontal member operation platform of building operations auxiliary part, particularly a kind of superelevation.
Background technology
In the public building design, usually adopt courtyard in building or the inner space that forms independent sealing of architectural complex, both can realize the function of daylighting, can also enrich the building content, realize the function of public building exhibition, sightseeing and amusement and recreation, but in the structure construction, beam-slab template is to set up Super High Form Formwork according to conventional way herein, need to drop into a large amount of scaffolds for a long time, and in construction, have haul inconvenience, the difficult point such as the steel pipe spacing unskilled labourer people scope of operation is narrow and difficulty of construction is large.
The utility model content
The purpose of this utility model provides a kind of hollow superelevation template section steel platform, and template is set up the technical problem of difficulty in the construction of the horizontal members such as the courtyard place beam slab of the hollow that solve.
For achieving the above object, the utility model adopts following technical scheme:
A kind of hollow superelevation template section steel platform, the template scaffold building thereon, comprise the lateral type girder steel, the longitudinal type girder steel, scaffold floor, support scaffolding and at least two contour lower template platforms, set up respectively on two lower template platforms at the two ends of described lateral type girder steel, and fix by the end fixture, described longitudinal type girder steel vertical rack is located on the lateral type girder steel, and be fixedly connected with the lateral type girder steel, described longitudinal type girder steel and lateral type girder steel interweave and lay scaffold floor on the plane that forms, the plane lower support has support scaffolding, and described support scaffolding and lower template platform are by the pull bar drawknot.
Described lateral type girder steel and longitudinal type girder steel are steel I-beam, H section steel beam, steel beam with box shape or above-mentioned any combination.
Described lateral type girder steel end face is arranged at intervals with bar dowel, and the bottom of upright rod of described template scaffold inserts bar dowel.
The length of described bar dowel is not less than 15cm, and the vertical rod internal diameter of its diameter and template scaffold is complementary.
Described end fixture is anchor ring or U-shaped reinforcing bar.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model can be placed under the construction layer template of one deck and set up platform, set up falsework at this platform, reducing the scaffolding height of formwork-support, for the workman provides broad, working space easily, also can reduce simultaneously the input of steel pipe scaffold, difficulty of construction is reduced greatly.
The utility model is set up by the superelevation height formwork-support and is kept to the individual layer height, and for the workman provides enough easily job platform, can set up according to conventional way on the platform, simple operation, and construction is simple.The support system of i-shape steel beam below is compared with the support body of traditional form of construction work, and scaffolding height is little, and it is little that support body is set up width, and the arrangement pitch of cross bar, vertical rod, bridging is slightly aobvious loose, workman's easy construction, and the steel pipe quantity of input is few.After the scaffold floor of section steel platform top completely was taped against the position and fixes reliably, the platform support work of setting up up and down can be constructed simultaneously.The support system of complete rear dismountable this platform upper and lower of structure construction keeps this platform and continues to use in the decoration construction stage.Improve efficiency, accelerated speed of application, saved the duration, saved construction cost.Can in similar construction of striding hollow structure, take the method.
The utility model can be widely used in the construction scaffolding of the horizontal members such as hollow position place beam slab and set up.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is the utility model elevation.
Fig. 2 is the platform plane detail drawing.
Fig. 3 is the bar dowel of template scaffold and the socket connection of lateral type girder steel
Reference numeral: 1-lateral type girder steel, 2-end fixture, 3-support scaffolding, 4-longitudinal type girder steel, 5-template scaffold, 6-bar dowel, 7-scaffold floor, 8-lower template platform, 9-intend steel concrete horizontal member, the 10-pull bar of construction.
The specific embodiment
Embodiment is extremely shown in Figure 3 referring to Fig. 1, a kind of hollow superelevation template section steel platform, template scaffold 5 is set up thereon, comprise lateral type girder steel 1, longitudinal type girder steel 4, scaffold floor 7, support scaffolding 3 and at least two contour lower template platforms 8, set up respectively on two lower template platforms 8 at the two ends of described lateral type girder steel 1, and fixing by end fixture 2, described longitudinal type girder steel 4 vertical racks are located on the lateral type girder steel 1, and be fixedly connected with lateral type girder steel 1, described longitudinal type girder steel 4 and lateral type girder steel 1 interweave and lay scaffold floor 7 on the plane that forms, the plane lower support has support scaffolding 3, and described support scaffolding 3 and lower template platform 8 are by pull bar 10 drawknots.
Described lateral type girder steel 1 and longitudinal type girder steel 4 are steel I-beam, H section steel beam, steel beam with box shape or above-mentioned any combination.
Described lateral type girder steel 1 end face is arranged at intervals with bar dowel 6, and the bottom of upright rod of described template scaffold 5 inserts bar dowel 6.
The length of described bar dowel 6 is not less than 15cm, and the vertical rod internal diameter of its diameter and template scaffold 5 is complementary.
Described end fixture 2 is anchor ring or U-shaped reinforcing bar.
Implementation process of the present utility model:
Step 1 is placed i-shape steel beam at lower one deck hollow place of the steel concrete horizontal member 9 of intending construction, and by end fixture 2 the i-shape steel beam two ends is fixed;
Step 2 is divided into support scaffolding 3 at i-shape steel beam;
Claims (5)
1. hollow superelevation template section steel platform, template scaffold (5) is set up thereon, it is characterized in that: comprise lateral type girder steel (1), longitudinal type girder steel (4), scaffold floor (7), support scaffolding (3) and at least two contour lower template platforms (8), set up respectively on two lower template platforms (8) at the two ends of described lateral type girder steel (1), and fixing by end fixture (2), described longitudinal type girder steel (4) vertical rack is located on the lateral type girder steel (1), and be fixedly connected with lateral type girder steel (1), described longitudinal type girder steel (4) and lateral type girder steel (1) interweave and lay scaffold floor (7) on the plane that forms, the plane lower support has support scaffolding (3), and described support scaffolding (3) and lower template platform (8) are by pull bar (10) drawknot.
2. hollow superelevation template section steel platform according to claim 1 is characterized in that: described lateral type girder steel (1) and longitudinal type girder steel (4) are steel I-beam, H section steel beam, steel beam with box shape or above-mentioned any combination.
3. hollow superelevation template section steel platform according to claim 1, it is characterized in that: described lateral type girder steel (1) end face is arranged at intervals with bar dowel (6), and the bottom of upright rod of described template scaffold (5) inserts bar dowel (6).
4. hollow superelevation template section steel platform according to claim 3, it is characterized in that: the length of described bar dowel (6) is not less than 15cm, and the vertical rod internal diameter of its diameter and template scaffold (5) is complementary.
5. according to claim 1 or 3 described hollow superelevation template section steel platforms, it is characterized in that: described end fixture (2) is anchor ring or U-shaped reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320128553 CN203238948U (en) | 2013-03-21 | 2013-03-21 | Hollow ultrahigh formwork profile steel platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320128553 CN203238948U (en) | 2013-03-21 | 2013-03-21 | Hollow ultrahigh formwork profile steel platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203238948U true CN203238948U (en) | 2013-10-16 |
Family
ID=49316258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320128553 Expired - Fee Related CN203238948U (en) | 2013-03-21 | 2013-03-21 | Hollow ultrahigh formwork profile steel platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203238948U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114713A (en) * | 2013-03-21 | 2013-05-22 | 北京六建集团有限责任公司 | Hollow ultrahigh template section steel platform and construction method thereof |
| CN104314309A (en) * | 2014-10-17 | 2015-01-28 | 山西省第二建筑工程公司 | Construction method using steel structure support as vertical pipe support of formwork supporting system |
| CN106193592A (en) * | 2016-08-29 | 2016-12-07 | 成都市第四建筑工程公司 | A kind of form bracing system and construction method |
| CN107902433A (en) * | 2017-12-22 | 2018-04-13 | 河南中农福安农业装备有限公司 | A kind of support frame Liftable type arranges grain trolley |
| CN109812005A (en) * | 2019-01-31 | 2019-05-28 | 中国建筑第八工程局有限公司 | The support device and its construction method of cantilevered plate on fashioned iron |
-
2013
- 2013-03-21 CN CN 201320128553 patent/CN203238948U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103114713A (en) * | 2013-03-21 | 2013-05-22 | 北京六建集团有限责任公司 | Hollow ultrahigh template section steel platform and construction method thereof |
| CN103114713B (en) * | 2013-03-21 | 2015-07-29 | 北京六建集团有限责任公司 | The construction method of hollow ultrahigh template section steel platform |
| CN104314309A (en) * | 2014-10-17 | 2015-01-28 | 山西省第二建筑工程公司 | Construction method using steel structure support as vertical pipe support of formwork supporting system |
| CN106193592A (en) * | 2016-08-29 | 2016-12-07 | 成都市第四建筑工程公司 | A kind of form bracing system and construction method |
| CN107902433A (en) * | 2017-12-22 | 2018-04-13 | 河南中农福安农业装备有限公司 | A kind of support frame Liftable type arranges grain trolley |
| CN109812005A (en) * | 2019-01-31 | 2019-05-28 | 中国建筑第八工程局有限公司 | The support device and its construction method of cantilevered plate on fashioned iron |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131016 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |