CN203742165U - Fabricated structure cast-in-place staircase shaping formwork - Google Patents
Fabricated structure cast-in-place staircase shaping formwork Download PDFInfo
- Publication number
- CN203742165U CN203742165U CN201420122706.0U CN201420122706U CN203742165U CN 203742165 U CN203742165 U CN 203742165U CN 201420122706 U CN201420122706 U CN 201420122706U CN 203742165 U CN203742165 U CN 203742165U
- Authority
- CN
- China
- Prior art keywords
- channel
- section steel
- suspension ring
- steel channel
- fixed bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000009415 formwork Methods 0.000 title abstract description 8
- 238000007493 shaping process Methods 0.000 title abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000000725 suspension Substances 0.000 claims description 30
- 238000011065 in-situ storage Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
Landscapes
- Steps, Ramps, And Handrails (AREA)
- Ladders (AREA)
Abstract
The utility model provides a fabricated structure cast-in-place staircase shaping formwork and relates to the field of building construction. A second steel channel (2) is arranged on one side of a first steel channel (1). A steel plate component (5) is arranged between the first steel channel (1) and the second steel channel (2). An upper supported end (3) is arranged at the upper end of the first steel channel (1) and the upper end of the second steel channel (2) and a lower supported end (4) is arranged at the lower end of the first steel channel (1) and the lower end of the second steel channel (2). A first hanging ring (6) and a second hanging ring (7) are arranged on the first steel channel (1). The upper supported end (3) is provided with a first fixing rod (10) and a second fixing rod (11). The fabricated structure cast-in-place staircase shaping formwork is simple in structure, formwork erecting time can be saved, concrete staircase steps which are newly cast can be well protected, and production cost can be reduced.
Description
Technical field:
The utility model relates to technical field of building construction, is specifically related to fabricated construction cast-in-situ stair typified form.
Background technology:
Along with the develop rapidly of urbanization, builing industry is also thereupon flourish.In architectural process, cast-in-situ concrete stair tread has certain height apart from ground, need to support stair tread template.At present, cast-in-situ stair is marked time and is had that the formwork time is large compared with labour intensity long, staff, template is difficult to reuse, cost of production is high in template construction, in order to solve above-mentioned variety of problems, is necessary existing technology to improve.
Utility model content:
The purpose of this utility model is to provide fabricated construction cast-in-situ stair typified form; it is simple in structure; reasonable in design; by cast-in-situ stair typified form by assembling Combination of Methods together; can save the formwork time, alleviate staff's labour intensity; can protect well the concrete building ladder rung of just having built, environmental protection and energy saving, can reduce production costs.
In order to solve the existing problem of background technology, the utility model is by the following technical solutions: it comprises the first channel-section steel 1, the second channel-section steel 2, upper support end 3, lower support end 4, steel plate member 5, the first suspension ring 6, the second suspension ring 7, the 3rd suspension ring 8, the 4th suspension ring 9, the first fixed bar 10, the second fixed bar 11, the 3rd fixed bar 12 and the 4th fixed bar 13, one side of the first channel-section steel 1 is provided with the second channel-section steel 2, and the first channel-section steel 1 is parallel with the second channel-section steel 2, between the first channel-section steel 1 and the second channel-section steel 2, be evenly provided with steel plate member 5, the upper end of the first channel-section steel 1 and the second channel-section steel 2 is provided with upper support end 3, both lower ends are provided with lower support end 4, on the first channel-section steel 1, be provided with the first suspension ring 6 and the second suspension ring 7, on the second channel-section steel 2, be provided with three suspension ring 8 corresponding with the first suspension ring 6 and the second suspension ring 7 and the 4th suspension ring 9, on upper support end 3, be provided with the first fixed bar 10 and the second fixed bar 11, on lower support end 4, correspondence is provided with the 3rd fixed bar 12 and the 4th fixed bar 13.
Operating principle of the present utility model is: the upper support end 3 of several cast-in-situ stair typified forms by separately, together with lower support end 4 assemblies, forms an integral body.
The utlity model has following beneficial effect: it is simple in structure; reasonable in design; by cast-in-situ stair typified form by assembling Combination of Methods together; can save the formwork time, alleviate staff's labour intensity; can protect well the concrete building ladder rung of just having built; environmental protection and energy saving, can reduce production costs.
Accompanying drawing explanation:
Fig. 1 is structural representation of the present utility model.
The specific embodiment:
With reference to Fig. 1, this specific embodiment is taked following technical scheme: it comprises the first channel-section steel 1, the second channel-section steel 2, upper support end 3, lower support end 4, steel plate member 5, the first suspension ring 6, the second suspension ring 7, the 3rd suspension ring 8, the 4th suspension ring 9, the first fixed bar 10, the second fixed bar 11, the 3rd fixed bar 12 and the 4th fixed bar 13, one side of the first channel-section steel 1 is provided with the second channel-section steel 2, and the first channel-section steel 1 is parallel with the second channel-section steel 2, between the first channel-section steel 1 and the second channel-section steel 2, be evenly provided with steel plate member 5, the upper end of the first channel-section steel 1 and the second channel-section steel 2 is provided with upper support end 3, both lower ends are provided with lower support end 4, on the first channel-section steel 1, be provided with the first suspension ring 6 and the second suspension ring 7, on the second channel-section steel 2, be provided with three suspension ring 8 corresponding with the first suspension ring 6 and the second suspension ring 7 and the 4th suspension ring 9, on upper support end 3, be provided with the first fixed bar 10 and the second fixed bar 11, on lower support end 4, correspondence is provided with the 3rd fixed bar 12 and the 4th fixed bar 13.
The operating principle of this specific embodiment is: the upper support end 3 of several cast-in-situ stair typified forms by separately, together with lower support end 4 assemblies, forms an integral body.
This specific embodiment has following beneficial effect: it is simple in structure; reasonable in design; by cast-in-situ stair typified form by assembling Combination of Methods together; can save the formwork time, alleviate staff's labour intensity; can protect well the concrete building ladder rung of just having built; environmental protection and energy saving, can reduce production costs.
Claims (1)
1. fabricated construction cast-in-situ stair typified form, is characterized in that it comprises the first channel-section steel (1), the second channel-section steel (2), upper support end (3), lower support end (4), steel plate member (5), the first suspension ring (6), the second suspension ring (7), the 3rd suspension ring (8), the 4th suspension ring (9), the first fixed bar (10), the second fixed bar (11), the 3rd fixed bar (12) and the 4th fixed bar (13), one side of the first channel-section steel (1) is provided with the second channel-section steel (2), and the first channel-section steel (1) is parallel with the second channel-section steel (2), between the first channel-section steel (1) and the second channel-section steel (2), be evenly provided with steel plate member (5), the upper end of the first channel-section steel (1) and the second channel-section steel (2) is provided with upper support end (3), both lower ends are provided with lower support end (4), on the first channel-section steel (1), be provided with three suspension ring (8) corresponding with the first suspension ring (6) and the second suspension ring (7) and the 4th suspension ring (9), the upper correspondence of the second channel-section steel (2) is provided with the 3rd suspension ring (the 8 and the 4th suspension ring (9), on upper support end (3), be provided with the first fixed bar (10) and the second fixed bar (11), the upper correspondence of lower support end (4) is provided with the 3rd fixed bar (12) and the 4th fixed bar (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420122706.0U CN203742165U (en) | 2014-03-18 | 2014-03-18 | Fabricated structure cast-in-place staircase shaping formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420122706.0U CN203742165U (en) | 2014-03-18 | 2014-03-18 | Fabricated structure cast-in-place staircase shaping formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203742165U true CN203742165U (en) | 2014-07-30 |
Family
ID=51341983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420122706.0U Expired - Lifetime CN203742165U (en) | 2014-03-18 | 2014-03-18 | Fabricated structure cast-in-place staircase shaping formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203742165U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193874A (en) * | 2017-12-31 | 2018-06-22 | 于海松 | A kind of stairway steel formwork for building |
-
2014
- 2014-03-18 CN CN201420122706.0U patent/CN203742165U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193874A (en) * | 2017-12-31 | 2018-06-22 | 于海松 | A kind of stairway steel formwork for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: NANTONG KEDA BUILDING MATERIALS CO.,LTD. Assignor: NANTONG HUAXIN CONSTRUCTION ENGINEERING GROUP Co.,Ltd. Contract record no.: 2015320000487 Denomination of utility model: Fabricated structure cast-in-place staircase shaping formwork Granted publication date: 20140730 License type: Exclusive License Record date: 20150626 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140730 |
|
| CX01 | Expiry of patent term |