CN208267342U - High-altitude overhanging concrete structure formwork scaffold - Google Patents
High-altitude overhanging concrete structure formwork scaffold Download PDFInfo
- Publication number
- CN208267342U CN208267342U CN201820472459.5U CN201820472459U CN208267342U CN 208267342 U CN208267342 U CN 208267342U CN 201820472459 U CN201820472459 U CN 201820472459U CN 208267342 U CN208267342 U CN 208267342U
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- China
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- steel
- concrete structure
- diagonal brace
- structure formwork
- cantilevered
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Abstract
本实用新型涉及一种高空悬挑混凝土结构支模脚手架，它包括若干工字钢、斜撑、钢筋头固定件、立杆、压环和脚手架，所述若干工字钢间隔设置在悬挑层楼面上并伸出悬挑层楼面为悬挑部分，该悬挑部分工字钢下部与斜撑上端连接，斜撑下端与悬挑层下层的预埋钢板连接，所述脚手架设于悬挑部分工字钢上部，所述悬挑层楼面上的工字钢上部设有若干钢筋头固定件，立杆插在固定件上，悬挑层楼面上的工字钢上部还设有若干压环。本实用新型高度超高，悬挑长度大，构件荷载较大。
The utility model relates to a high-altitude cantilevered concrete structure formwork scaffold, which includes several I-beams, diagonal braces, steel bar head fixing parts, vertical rods, pressure rings and scaffolding, and the several I-beams are arranged on the cantilever layer at intervals The floor above the floor and protruding from the cantilevered floor is a cantilevered part. The lower part of the I-beam of the cantilevered part is connected to the upper end of the diagonal brace, and the lower end of the diagonal brace is connected to the pre-embedded steel plate on the lower floor of the cantilevered floor. Pick the upper part of the I-beam, the upper part of the I-beam on the cantilevered floor is provided with a number of steel bar head fixing parts, the vertical poles are inserted on the fixing parts, and the upper part of the I-beam on the cantilevered floor is also equipped with Several pressure rings. The utility model has a super high height, a large cantilever length, and a large component load.
Description
Technical field
The utility model relates to a kind of formwork scaffolds, specifically high-altitude overhanging concrete structure formwork scaffold.
Background technique
It is serious to set up the waste of console mode support for shuttering labor and materials, also influences the duration, and because ultrastability is poor, frame body deformation is difficult
In control, certainly will the construction quality (bottom water Pingdu deviation is big) to flare beam slab have an adverse effect.
Summary of the invention
The utility model is intended to overcome the deficiencies of existing technologies, and provides a kind of high-altitude overhanging concrete structure branch support block hand
Frame solves high-altitude overhanging concrete structure formwork scaffold construction.
In order to solve the above-mentioned technical problem, the utility model is realized in this way:
A kind of high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: it includes several I-steel, diagonal brace, steel
Muscle head fixing piece, upright bar, pressure ring and scaffold, several I-steel are arranged at intervals on overhang layer flooring and stretch out overhang layer
Flooring is overhanging part, which connect with diagonal brace upper end, and diagonal brace lower end is pre-buried with overhang layer lower layer
Steel plate connection, the scaffold are set to overhanging part I-steel top, if the I-steel top on the overhang layer flooring is equipped with
Dry steel bar end fixing piece, upright bar are inserted on fixing piece, and the I-steel top on overhang layer flooring is additionally provided with several pressure rings.
The high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: diagonal brace upper end and I-steel bottom are cut with scissors
It connects, diagonal brace lower end and pre-embedded steel slab are welded to connect.
The high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: the pressure ring at least four, wherein
Twice are set to the end on I-steel top on overhang layer flooring, and remaining twice are respectively arranged on I-steel top on overhang layer flooring
Middle part and front end, the spacing of end twice pressure ring are 200mm.
The high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: the spacing of the I-steel is
1200mm, the spacing of diagonal brace are 1200mm or 2400mm.
The high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: the horizontal spacing of the upright bar is
1200mm, longitudinal pitch are not more than 1200mm.
The beneficial effects of the utility model are: material is easily looked for, and it is easy for construction, it may be reused.Improve whole stress effect
Fruit and unloading effect keep frame body more stable, safer, and material can recycle, high recycling rate.
Detailed description of the invention
The utility model is described in further detail with embodiment with reference to the accompanying drawing:
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is I-steel enlarged diagram.
Fig. 3 is the connection schematic diagram of I-steel and pre-embedded steel slab.
Specific embodiment
It is as shown in Figs. 1-3: a kind of high-altitude overhanging concrete structure formwork scaffold, it include several I-steel 1, diagonal brace 2,
Steel bar end fixing piece 3, upright bar, pressure ring 4 and scaffold 5, several I-steel are arranged at intervals on overhang layer flooring and stretch out
Overhang layer flooring is overhanging part, and the overhanging part I-steel lower part and diagonal brace upper end are articulated and connected, and is taken for the creation of formwork frame body
If platform, the pre-embedded steel slab 6 of diagonal brace lower end and overhang layer lower layer is welded to connect, and pre-embedded steel slab is connected to outstanding by foundation bolt 7
Tiao Ceng lower layer；Pre-embedded steel slab specification is 400mm × 400mm × 10mm, and the spacing of the I-steel is 1200mm, the spacing of diagonal brace
For 1200mm or 2400mm；
The scaffold is set to overhanging part I-steel top, and the I-steel top on the overhang layer flooring is equipped with several
Steel bar end fixing piece, upright bar are inserted on fixing piece, to be linked together with falsework frame body upright bar；Between the transverse direction of the upright bar
Away from for 1200mm, longitudinal pitch is not more than 1200mm.
I-steel top on overhang layer flooring is additionally provided with four pressure rings, and pressure ring uses 16 round steel of Φ, and wherein twice are set to
The end on I-steel top on overhang layer flooring, remaining twice be respectively arranged on overhang layer flooring the middle part on I-steel top and before
End, the spacing of end twice pressure ring are 200mm.
Claims (5)
1. a kind of high-altitude overhanging concrete structure formwork scaffold, it is characterised in that: it includes several I-steel, diagonal brace, reinforcing bar
Head fixing piece, upright bar, pressure ring and scaffold, several I-steel are arranged at intervals on overhang layer flooring and stretch out overhanging floor
Face is overhanging part, which connect with diagonal brace upper end, the pre-buried steel of diagonal brace lower end and overhang layer lower layer
Plate connection, the scaffold are set to overhanging part I-steel top, and the I-steel top on the overhang layer flooring is equipped with several
Steel bar end fixing piece, upright bar are inserted on fixing piece, and the I-steel top on overhang layer flooring is additionally provided with several pressure rings.
2. high-altitude overhanging concrete structure formwork scaffold according to claim 1, it is characterised in that: diagonal brace upper end and work
Word steel bottom is hinged, and diagonal brace lower end and pre-embedded steel slab are welded to connect.
3. high-altitude overhanging concrete structure formwork scaffold according to claim 2, it is characterised in that: the pressure ring is at least
Have four, wherein twice are set to the end on I-steel top on overhang layer flooring, and remaining twice are respectively arranged on overhang layer flooring
The middle part and front end on I-steel top, the spacing of end twice pressure ring are 200mm.
4. high-altitude overhanging concrete structure formwork scaffold according to claim 3, it is characterised in that: the I-steel
Spacing is 1200mm, and the spacing of diagonal brace is 1200mm or 2400mm.
5. high-altitude overhanging concrete structure formwork scaffold according to claim 4, it is characterised in that: the cross of the upright bar
It is 1200mm to spacing, longitudinal pitch is not more than 1200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820472459.5U CN208267342U (en) | 2018-04-04 | 2018-04-04 | High-altitude overhanging concrete structure formwork scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820472459.5U CN208267342U (en) | 2018-04-04 | 2018-04-04 | High-altitude overhanging concrete structure formwork scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267342U true CN208267342U (en) | 2018-12-21 |
Family
ID=64677146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820472459.5U Expired - Fee Related CN208267342U (en) | 2018-04-04 | 2018-04-04 | High-altitude overhanging concrete structure formwork scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208267342U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424948A (en) * | 2020-04-23 | 2020-07-17 | 中国建筑第四工程局有限公司 | Construction method and construction platform for cantilever structure layer of high-rise building |
| CN111997342A (en) * | 2020-07-09 | 2020-11-27 | 淮阴工学院 | Cantilever framework supporting structure protruding out of building and construction method thereof |
| CN114981511A (en) * | 2020-01-13 | 2022-08-30 | Peri欧洲公司 | Connection of floor form to scaffold |
-
2018
- 2018-04-04 CN CN201820472459.5U patent/CN208267342U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114981511A (en) * | 2020-01-13 | 2022-08-30 | Peri欧洲公司 | Connection of floor form to scaffold |
| CN111424948A (en) * | 2020-04-23 | 2020-07-17 | 中国建筑第四工程局有限公司 | Construction method and construction platform for cantilever structure layer of high-rise building |
| CN111997342A (en) * | 2020-07-09 | 2020-11-27 | 淮阴工学院 | Cantilever framework supporting structure protruding out of building and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181221 |
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| CF01 | Termination of patent right due to non-payment of annual fee |