CN201241471Y - Load bearing formwork support top hold of cast-in-place reinforced concrete structure - Google Patents
Load bearing formwork support top hold of cast-in-place reinforced concrete structure Download PDFInfo
- Publication number
- CN201241471Y CN201241471Y CNU2008200868851U CN200820086885U CN201241471Y CN 201241471 Y CN201241471 Y CN 201241471Y CN U2008200868851 U CNU2008200868851 U CN U2008200868851U CN 200820086885 U CN200820086885 U CN 200820086885U CN 201241471 Y CN201241471 Y CN 201241471Y
- Authority
- CN
- China
- Prior art keywords
- jacking
- reinforced concrete
- concrete structure
- screw
- nut
- 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 discloses a supporting jacking of cast-in-place reinforced concrete structure template, which comprises a jacking, a screw arbor and a screw nut, wherein the screw arbor is in welding connection with the jacking, the screw nut is sleeved on the screw arbor, two corresponding sides of the screw nut are respectively welded with a reinforcing steel rib, the lower end of the screw arbor is inserted in the top end of a vertical post of a steel pipe of a supporting bracket, the inserting depth can be adjusted by the screw nut, the supporting load at the upper portion can be transmitted to the screw arbor through a jacking channel steel, and then is transmitted to the vertical post of the steel pipe of the supporting bracket through the screw nut on the screw arbor, further, the inserting depth can be adjusted by the screw nut to realize fully supporting action.
Description
Technical field
The utility model relates to a kind of monolithic reinforced concrete structure bearing form and supports jacking.
Background technology
Surpass 18m at horizontal concrete component formwork bracing system height above 8m or span, formwork bracing system when construction total load or concentration line load are big, usually, can not satisfy the support needs that calculate because the right-angle coupler antiskid moves the less restriction of bearing capacity.
Summary of the invention
The objective of the invention is to provide a kind of monolithic reinforced concrete structure bearing form to support jacking, this monolithic reinforced concrete structure bearing form supports jacking and has formed tool-type, both can give full play to the supporting capacity of bracing frame steel pipe vertical rod, can repeatedly have enough to meet the need use again.Construction cost can be reduced, the degree of safety that load-carrying members support can be improved again.
Task of the present utility model is finished like this: jacking is supported in a kind of monolithic reinforced concrete structure template load-bearing, and it comprises jacking channel-section steel, screw rod and nut, and screw rod and jacking channel-section steel are welded to connect, and are with nut on the screw rod.The screw rod hypomere inserts bracing frame steel pipe rod end, its insertion depth can be regulated by nut, and the support load on top can pass to screw rod by the jacking channel-section steel, and the nut on screw rod passes to the vertical rod of bracing frame steel pipe again, and can regulate insertion depth by nut, to realize abundant supporting role.
The corresponding both sides of the utility model nut respectively are welded with a bar dowel, as the manual adjustments handle.
The beneficial effects of the utility model are: both can give full play to the supporting capacity of bracing frame steel pipe vertical rod, can repeatedly have enough to meet the need use again.Construction cost can be reduced, the degree of safety that load-carrying members support can be improved again.
Description of drawings
Accompanying drawing is a structural representation of the present utility model.
The specific embodiment
A kind of monolithic reinforced concrete structure bearing form supports jacking, it comprises jacking channel-section steel (1), screw rod (2) and nut (3), screw rod (2) is welded to connect with jacking channel-section steel (1), is with nut (3) on the screw rod (2), and the corresponding both sides of nut (3) respectively are welded with a bar dowel (4).The support loads on top can pass to screw rod by the jacking channel-section steel, and the nut on screw rod passes to the vertical rod of bracing frame steel pipe again, and can regulate insertion depth by nut, to realize abundant supporting role.
Claims (2)
1, a kind of monolithic reinforced concrete structure bearing form supports jacking, it is characterized in that it comprises jacking, screw rod and nut, and screw rod and jacking are welded to connect, and are with nut on the screw rod.
2, a kind of monolithic reinforced concrete structure bearing form according to claim 1 regulation supports jacking, it is characterized in that the corresponding both sides of nut respectively are welded with a bar dowel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200868851U CN201241471Y (en) | 2008-05-26 | 2008-05-26 | Load bearing formwork support top hold of cast-in-place reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200868851U CN201241471Y (en) | 2008-05-26 | 2008-05-26 | Load bearing formwork support top hold of cast-in-place reinforced concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201241471Y true CN201241471Y (en) | 2009-05-20 |
Family
ID=40714767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200868851U Expired - Fee Related CN201241471Y (en) | 2008-05-26 | 2008-05-26 | Load bearing formwork support top hold of cast-in-place reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201241471Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328905A (en) * | 2014-09-26 | 2015-02-04 | 无锡市羊尖盛裕机械配件厂 | Steel support |
| CN104755681A (en) * | 2012-09-07 | 2015-07-01 | 福姆700私人有限公司 | A panel support bracket |
-
2008
- 2008-05-26 CN CNU2008200868851U patent/CN201241471Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104755681A (en) * | 2012-09-07 | 2015-07-01 | 福姆700私人有限公司 | A panel support bracket |
| CN104755681B (en) * | 2012-09-07 | 2017-12-05 | 福姆700私人有限公司 | Panel support bracket |
| CN104328905A (en) * | 2014-09-26 | 2015-02-04 | 无锡市羊尖盛裕机械配件厂 | Steel support |
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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: 20090520 Termination date: 20160526 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |