CN2439501Y - Adjustable supporting pole for early-dismounted-shuttering for construction - Google Patents
Adjustable supporting pole for early-dismounted-shuttering for construction Download PDFInfo
- Publication number
- CN2439501Y CN2439501Y CN 00224876 CN00224876U CN2439501Y CN 2439501 Y CN2439501 Y CN 2439501Y CN 00224876 CN00224876 CN 00224876 CN 00224876 U CN00224876 U CN 00224876U CN 2439501 Y CN2439501 Y CN 2439501Y
- Authority
- CN
- China
- Prior art keywords
- construction
- early
- cylinder
- shuttering
- dismounted
- 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 - Fee Related
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to an adjustable supporting pole for an early-dismounted shuttering for construction, which comprises a cylinder body, a casing tube and a cylinder head, wherein, the casing tube is sheathed on one end of the cylinder body and is movably connected with the upper and the lower parts of the cylinder body; the cylinder head is connected with a supporting pole for early-dismounted-shuttering. The utility model in the process of construction has the advantages of lowered cost, reduced material amount effectively accelerated construction period progress besides convenient construction, installation and adjustment.
Description
The utility model relates to the adjusting support column of early stripping formwork system in the factory building of multilayer typical floor and the civilian construction.
In general building construction process, when construction speed required more than three layers in every month, required preparation wants to tie up at the bottom of two covers or three cover building templates, the beam all materials such as various connection rod member primary and secondary keel of template, supporting system, form removable time palpus waits concrete strength to meet " concrete structure engineering construction and standards of acceptance " and when requiring, once removes.But there is institute in the above-mentioned work progress and material is many, problems such as labor waste, and incur loss through delay the duration progress, take deficiencies such as more fund.
The purpose of this utility model aims to provide a kind of can rising and reduces cost in building construction process, reduce material usage, effectively improves duration progress effect, but also convenient construction is installed the early stripping formwork system of regulating for building and regulated support column.
The purpose of this utility model realizes by following manner:
The utility model comprises cylinder, sleeve pipe, column cap, and casing pipe sleeve is loaded on cylinder one end, by connector and the upper and lower flexible connection of cylinder, column cap then with the early stripping formwork system support and connection.
Described connector can be that latch connects or bolt connects.
Below in conjunction with accompanying drawing the utility model is described in further detail.
Accompanying drawing 1 is the structural representation of the utility model embodiment 1.
Accompanying drawing 2 is the structural representation of the utility model embodiment 2.
Accompanying drawing 3 is the structural representation of the utility model embodiment 3.
Embodiment 1:
Shown in accompanying drawing 1, the utility model comprises cylinder 1, sleeve pipe 2, column cap 3, and sleeve pipe 2 is set in the upper end of cylinder 1, and by latch 4 up and down being connected on the cylinder 1.
Embodiment 2:
Shown in accompanying drawing 2, difference from Example 1 is the lower end that sleeve pipe 2 also can be set in cylinder 1, with 1 up and down connection of cylinder.
Embodiment 3:
Shown in accompanying drawing 3, difference from Example 1 is that sleeve pipe 2 is by bolt 5 up and down being connected on the cylinder 1; Also can a gib headed bolt 6 be installed on sleeve pipe 2 in addition, main joist steel pipe 7 is mounted on the gib headed bolt 6.
By utilizing the utility model vertical direction to regulate, thereby can do corresponding adjusting,, need not to require again very accurately to measure the height of support column so that be supported between the upper and lower floor plate according to the early stripping formwork system height, more convenient to use.In addition, the utility model in use, reach 50% (under the normal temperature 3-4 days) of required standard intensity in concrete floor intensity, just can remove template and partly regulate support column, and can carry out the installation of last layer early stripping formwork system with pulling down material, be enough to bear fully deadweight and during working load, remove whole adjusting support columns again when concrete strength increases to.So not only saved material but also shortened the duration, reduced cost, also economized on the use of funds.
Claims (4)
1, early stripping formwork system for building is regulated support column, comprise cylinder (1), column cap (3), it is characterized in that also comprising sleeve pipe (2), sleeve pipe (2) is set in cylinder (1) one end, by connector and the upper and lower flexible connection of cylinder (1), column cap (3) then with the early stripping formwork system support and connection.
2, early stripping formwork system for building as claimed in claim 1 is regulated support column, it is characterized in that sleeve pipe (2) is connected on the cylinder 1 by latch (4) is up and down.
3, early stripping formwork system for building as claimed in claim 1 is regulated support column, it is characterized in that sleeve pipe (2) is connected on the cylinder 1 by bolt (5) is up and down.
4, early stripping formwork system for building as claimed in claim 1 is regulated support column, it is characterized in that going up at sleeve pipe (2) gib headed bolt (6) is installed, and main joist steel pipe (7) is mounted on the gib headed bolt (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00224876 CN2439501Y (en) | 2000-05-24 | 2000-05-24 | Adjustable supporting pole for early-dismounted-shuttering for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00224876 CN2439501Y (en) | 2000-05-24 | 2000-05-24 | Adjustable supporting pole for early-dismounted-shuttering for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2439501Y true CN2439501Y (en) | 2001-07-18 |
Family
ID=33589120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00224876 Expired - Fee Related CN2439501Y (en) | 2000-05-24 | 2000-05-24 | Adjustable supporting pole for early-dismounted-shuttering for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2439501Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121314A (en) * | 2010-12-31 | 2011-07-13 | 李万山 | Beam-slab framework early removal construction method |
| CN109469316A (en) * | 2018-09-30 | 2019-03-15 | 朱宏宇 | A kind of frame structure mould, spelling frame structure mould and its three-dimensional frame structure mould |
| CN109488019A (en) * | 2018-09-30 | 2019-03-19 | 朱宏宇 | With section positioning support bar and its support construction |
-
2000
- 2000-05-24 CN CN 00224876 patent/CN2439501Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121314A (en) * | 2010-12-31 | 2011-07-13 | 李万山 | Beam-slab framework early removal construction method |
| CN102121314B (en) * | 2010-12-31 | 2012-12-05 | 李万山 | Construction method for early disassembling beam-slab framework |
| CN109469316A (en) * | 2018-09-30 | 2019-03-15 | 朱宏宇 | A kind of frame structure mould, spelling frame structure mould and its three-dimensional frame structure mould |
| CN109488019A (en) * | 2018-09-30 | 2019-03-19 | 朱宏宇 | With section positioning support bar and its support construction |
| CN109469316B (en) * | 2018-09-30 | 2021-06-08 | 朱宏宇 | Frame constructs mould, spelling frame structure mould and three-dimensional frame structure mould thereof |
| CN109488019B (en) * | 2018-09-30 | 2021-06-08 | 朱宏宇 | Same-section positioning support rod and support structure thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |