CN207260636U - Pipe die reinforced column supporting member - Google Patents
Pipe die reinforced column supporting member Download PDFInfo
- Publication number
- CN207260636U CN207260636U CN201721318624.3U CN201721318624U CN207260636U CN 207260636 U CN207260636 U CN 207260636U CN 201721318624 U CN201721318624 U CN 201721318624U CN 207260636 U CN207260636 U CN 207260636U
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- China
- Prior art keywords
- pipe die
- column
- construction
- supporting member
- die plate
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000005266 casting Methods 0.000 claims abstract description 14
- 238000010276 construction Methods 0.000 abstract description 28
- 239000000463 material Substances 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Pipe die reinforced column supporting member, it is related to building engineering construction field, it is supported and is formed it is characterized in that the component is the house beam bottom that floor slab back casting band is connected to by several pipe die columns, the pipe die column is made of column reinforcing bar, concrete and pipe die plate, house beam bottom of the column bar connecting at floor slab back casting band, for pipe die sleeve-board on the outside of column reinforcing bar, concreting forms armored concrete in pipe die plate in pipe die plate.The pipe die reinforced column supporting member combination of the utility model is flexible, it is vertebration, it is easy to operate, location arrangements can be carried out according to different engineering demands, construction circulation material, labour cost can effectively be saved, construct with place structure sheaf and complete at the same time at the same time, structure safety is not influenced, ensures working security, after the completion of floor slab back casting belt construction, only need to remove on pipe die column, quantities is small, convenient construction, is conducive to propelling construction construction, accelerate construction progress, be conducive to improve market economy benefit.
Description
Technical field
It the utility model is related to building engineering construction field, and in particular to during architectural engineering floor slab back casting belt construction,
Pipe die reinforced column supporting member in its main frame body supporting removal.
Background technology
, it is necessary to formwork-support be set up, in order to construction during the floor post empiricism of architectural engineering
It is smoothed out.After the floor has been constructed, when supporting frame is removed, taken to ensure the structure safety at floor slab back casting band
Temporary support component.At present carry out when building of floor late poured band support template, generally use fastener steel tube formula supporting rack into
Row construction, generally requires to set up the more huge formwork-support of volume, and after the completion of construction that formwork-support is overall
Remove, this is taken, the process of tearing open often results in construction circulation material and the excessive of labour cost is used and wasted, and cost is higher and holds
The operating surface for taking subsequent construction is easily caused, and delays construction progress.
The content of the invention
Technical problem to be solved in the utility model is the formwork-support at current architectural engineering floor slab back casting band
Come carry out the support of floor slab back casting band when possessed material cost it is high, it is time-consuming and laborious, easily cause and excessive take constructing operation face
The problem of, there is provided a kind of succinct reliable pipe die reinforced column supporting member.
Pipe die reinforced column supporting member, it is characterised in that the component is to be connected to floor by several pipe die columns
House beam bottom at post-cast strip is supported and is formed, and the pipe die column is made of column reinforcing bar, concrete and pipe die plate, institute
The column reinforcing bar stated is several, the house beam bottom being connected at floor slab back casting band, and pipe die sleeve-board is on the outside of column reinforcing bar, concrete
It is cast in pipe die plate, armored concrete is formed in pipe die plate.
The pipe die plate is PVC drain pipe, and pipe die board diameter is at least 20cm.
When carrying out floor slab construction, the quantity and position of column reinforcing bar are determined according to floor actual conditions, by column reinforcing bar
The beam bottom being connected at floor slab back casting band, pipe die sleeve-board on the outside of column reinforcing bar, and the floor harden structure beam slab pour it is mixed
, together will be in concreting to pipe die plate, with the advance pipe die reinforced column being supported at post-cast strip of formation during solidifying soil
Supporting member, when floor construction supporting frame is removed, retains the pipe die reinforced column supporting member, so that it is guaranteed that floor
Beam slab at post-cast strip will not be because of at this time without the overall primary structure member of formation, the damage for shifting to an earlier date stress and being subjected to, after floor
After pouring the concreting completion of band place, then carry out the dismounting of pipe die reinforced column supporting member, it is ensured that construction it is smooth
Complete.
The pipe die reinforced column supporting member of the utility model is using pvc pipe as pipe die plate, and combination is flexible, structure
Tightly, it is easy to operate, location arrangements can be carried out according to different engineering demands, can effectively save construction circulation material, people
Expenses of labour is used, and is constructed with place structure sheaf and is completed at the same time at the same time, while does not influence structure safety, ensures the security of construction, in building
After the completion of board post poured band construction, it is only necessary to pipe die column to be removed, quantities is small, convenient construction, is conducive to propelling construction construction,
Accelerate construction progress, be conducive to improve market economy benefit.
Brief description of the drawings
Fig. 1 uses schematic diagram for the pipe die reinforced column supporting member of the utility model；
Fig. 2 is pipe die column section figure；
Wherein, pipe die column 1, pipe die plate 2, armored concrete 3, house beam 4, post-cast strip 5.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1：Pipe die reinforced column supporting member, the component are to be connected to floor by several pipe die columns 1
4 bottom of house beam at post-cast strip 5 is supported and is formed, and the pipe die column 1 is by 2 groups of column reinforcing bar, concrete and pipe die plate
Into the column reinforcing bar is several, and 4 bottom of house beam being connected at floor slab back casting band 5, pipe die plate 2 is placed on outside column reinforcing bar
Side, pipe die plate 2 are PVC drain pipe, and 2 diameter of pipe die plate is at least 20cm, and concreting is in pipe die plate 2, in pipe die plate 2
Form armored concrete 3.
When carrying out floor slab construction, the quantity and position of column reinforcing bar are determined according to floor actual conditions, by column reinforcing bar
4 end of beam bottom being connected at floor slab back casting band 5, pipe die plate 2 is sleeved on the outside of column reinforcing bar, and is poured in the beam slab of the floor harden structure
During concrete, together by concreting to pipe die plate 2, pipe die column 1 is formed, is supported in advance at post-cast strip 5 with forming
Pipe die reinforced column supporting member, when floor construction supporting frame is removed, retains pipe die reinforced column support
Component, so that it is guaranteed that the beam slab at floor slab back casting band 5 will not form overall primary structure member because of no at this time, shifts to an earlier date stress and meets with
The damage received, after treating that 5 concretings are completed at floor slab back casting band, then carries out tearing open for pipe die reinforced column supporting member
Remove, it is ensured that construction smoothly completes.
Claims (2)
1. pipe die reinforced column supporting member, it is characterised in that the component is to be connected to building by several pipe die columns (1)
House beam (4) bottom at board post poured band (5) place is supported and is formed, and the pipe die column (1) is by column reinforcing bar, concrete and pipe
Template (2) forms, and the column reinforcing bar is several, is connected to house beam (4) bottom at floor slab back casting band (5) place, pipe die plate
(2) it is placed on the outside of column reinforcing bar, concreting forms armored concrete (3) in pipe die plate (2) in pipe die plate (2).
2. pipe die reinforced column supporting member according to claim 1, it is characterised in that the pipe die plate (2) is
PVC drain pipe, pipe die plate (2) diameter are at least 20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721318624.3U CN207260636U8 (en) | 2017-10-13 | 2017-10-13 | Pipe die reinforced column supporting member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721318624.3U CN207260636U8 (en) | 2017-10-13 | 2017-10-13 | Pipe die reinforced column supporting member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN207260636U true CN207260636U (en) | 2018-04-20 |
| CN207260636U8 CN207260636U8 (en) | 2018-06-15 |
Family
ID=61917203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721318624.3U Active CN207260636U8 (en) | 2017-10-13 | 2017-10-13 | Pipe die reinforced column supporting member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260636U8 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459474A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Method for supporting single post of post-cast strip PVC pipe mould plain concrete |
| CN113389379A (en) * | 2021-06-25 | 2021-09-14 | 深圳市建设（集团）有限公司 | Construction method of post-cast strip floor with independent support |
-
2017
- 2017-10-13 CN CN201721318624.3U patent/CN207260636U8/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459474A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Method for supporting single post of post-cast strip PVC pipe mould plain concrete |
| CN113389379A (en) * | 2021-06-25 | 2021-09-14 | 深圳市建设（集团）有限公司 | Construction method of post-cast strip floor with independent support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207260636U8 (en) | 2018-06-15 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CU01 | Correction of utility model | ||
| CU01 | Correction of utility model |
Correction item: Patentee Correct: Yunnan city public investment and Construction Group Co., Ltd. False: Yunnan City Public Investment Co Construction Group Co., Ltd. False: Yunnan City Public Investment Co Construction Group Co., Ltd. Number: 16-02 Volume: 34 Correction item: Patentee Correct: Yunnan city public investment and Construction Group Co., Ltd. False: Yunnan City Public Investment Co Construction Group Co., Ltd. Number: 16-02 Page: The title page Volume: 34 |