CN201695683U - Steel beam concrete slab rapid-assembling and disassembling tool type truss - Google Patents
Steel beam concrete slab rapid-assembling and disassembling tool type truss Download PDFInfo
- Publication number
- CN201695683U CN201695683U CN2010202458948U CN201020245894U CN201695683U CN 201695683 U CN201695683 U CN 201695683U CN 2010202458948 U CN2010202458948 U CN 2010202458948U CN 201020245894 U CN201020245894 U CN 201020245894U CN 201695683 U CN201695683 U CN 201695683U
- Authority
- CN
- China
- Prior art keywords
- truss
- concrete slab
- assembling
- steel beam
- tool type
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- 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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Abstract
The utility model discloses a steel beam concrete slab rapid-assembling and disassembling tool type truss comprising a truss body. The plane on which the truss body is located is perpendicular to the ground, both ends of the truss body are respectively, vertically and fixedly connected with a steel tube sleeve, adjustable screw rods are connected to the steel tube sleeves through thread fit, and the lower ends of the adjustable screw rods are respectively and fixedly connected with a base. The steel beam concrete slab rapid-assembling and disassembling tool type truss has simple structure and light weight so that operators can voluntarily carry and install the truss in place, and the steel beam concrete slab rapid-assembling and disassembling tool type truss lowers the labor intensity of workers, reduces the manpower and time required for assembling and disassembling scaffolds, improves the working efficiency, reduces the occupation of construction space and is convenient for the management of site construction.
Description
Technical field
The utility model belongs to quick of the armored concrete slab supporting tool that uses in the building operations, particularly girder steel concrete slab and tears the tool-type truss open.
Background technology
At present, in building construction process, generally all be to build all round victory scaffold for the support of armored concrete slab, this is for the construction of the bigger high-rise office premises of floor height, and is all the more so.The not only dismounting complexity that scaffolds erecting, and taken construction space, used number of workers is many, and not only labor strength is big, and has seriously reduced operating efficiency.
Summary of the invention
The purpose of this utility model is to provide a kind of girder steel concrete slab to prop up fast and tears the tool-type truss open, simple in structure, in light weight, operating personnel can carry voluntarily, installation in position, reduce working strength of workers, reduced required manpower and the time of scaffold dismounting, both improved operating efficiency, reduce construction space again and taken, be convenient to site construction management.
The purpose of this utility model is achieved in that a kind of girder steel concrete slab tears fast the tool-type truss open, comprise the truss body, the plane and the ground at truss body place are perpendicular, vertically affixed respectively the steel pipe sleeve at the two ends of truss body, is connecting adjustable leading screw by threaded engagement in the steel pipe sleeve, the lower end of adjustable leading screw affixed respectively base.
The utility model is simple in structure, and is in light weight, 18 kilograms of less thaies.During use, the adjustable leading screw at the utility model truss body two ends is positioned on the girder steel edge of a wing, can adjusts the levelness of truss body easily, need not to scaffold erecting again by adjustable leading screw, thereby vacateed the interior space of concrete slab below, be convenient to site construction management.The utility model operating personnel can carry voluntarily, installation in position, have reduced working strength of workers, have reduced required manpower and the time of scaffold dismounting, have both improved operating efficiency, have reduced construction space again and have taken.
Description of drawings
The utility model is described in further detail below in conjunction with accompanying drawing.
Accompanying drawing is a main TV structure schematic diagram of the present utility model.
The specific embodiment
A kind of girder steel concrete slab props up fast and tears the tool-type truss open, as shown in drawings, comprise truss body 1, the plane and the ground at truss body 1 place are perpendicular, vertically affixed respectively the steel pipe sleeve 3 at the two ends of truss body 1, connecting adjustable leading screw 2 by threaded engagement in the steel pipe sleeve 3, the lower end of adjustable leading screw 2 affixed respectively base.During use, the base of adjustable leading screw 2 lower ends lays respectively on the girder steel edge of a wing.
On the end face of truss body 1, be provided with respectively from down to up and be C shaped steel keel 5 and the bamboo glue pattern plate 4 that is criss-cross arranged each other.
When the utility model uses, according to the size of construction area, truss body 1 uniform interval is arranged, C shaped steel keel 5 ride on each truss body 1, bamboo glue pattern plate 4 is laid on the C shaped steel keel 5 again, can carries out the pouring construction operation of armored concrete slab.
Claims (2)
1. a girder steel concrete slab props up fast and tears the tool-type truss open, comprise the truss body, it is characterized in that: the plane and the ground at truss body place are perpendicular, vertically affixed respectively the steel pipe sleeve at the two ends of truss body, is connecting adjustable leading screw by threaded engagement in the steel pipe sleeve, the lower end of adjustable leading screw affixed respectively base.
2. girder steel concrete slab according to claim 1 fast is torn the tool-type truss open, it is characterized in that: be provided with respectively from down to up on the end face of truss body and be C shaped steel keel and the bamboo glue pattern plate that is criss-cross arranged each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202458948U CN201695683U (en) | 2010-07-03 | 2010-07-03 | Steel beam concrete slab rapid-assembling and disassembling tool type truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202458948U CN201695683U (en) | 2010-07-03 | 2010-07-03 | Steel beam concrete slab rapid-assembling and disassembling tool type truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201695683U true CN201695683U (en) | 2011-01-05 |
Family
ID=43396922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202458948U Expired - Fee Related CN201695683U (en) | 2010-07-03 | 2010-07-03 | Steel beam concrete slab rapid-assembling and disassembling tool type truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201695683U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787717A (en) * | 2012-05-16 | 2012-11-21 | 杭州恒达钢构股份有限公司 | Self-supporting combined steel template construction method |
-
2010
- 2010-07-03 CN CN2010202458948U patent/CN201695683U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787717A (en) * | 2012-05-16 | 2012-11-21 | 杭州恒达钢构股份有限公司 | Self-supporting combined steel template construction method |
| CN102787717B (en) * | 2012-05-16 | 2014-12-17 | 杭州恒达钢构股份有限公司 | Self-supporting combined steel template construction method |
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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: 20110105 Termination date: 20140703 |
|
| EXPY | Termination of patent right or utility model |