CN201165752Y - Moveable building construction platform - Google Patents
Moveable building construction platform Download PDFInfo
- Publication number
- CN201165752Y CN201165752Y CNU2008200444394U CN200820044439U CN201165752Y CN 201165752 Y CN201165752 Y CN 201165752Y CN U2008200444394 U CNU2008200444394 U CN U2008200444394U CN 200820044439 U CN200820044439 U CN 200820044439U CN 201165752 Y CN201165752 Y CN 201165752Y
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- China
- Prior art keywords
- construction platform
- removable construction
- platform according
- top working
- base seat
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- Expired - Fee Related
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Abstract
The utility model discloses a movable building operation platform. The movable building operation platform comprises a base seat, four caster wheels installed at the four corners of the base seat as well as a steel frame line grid formed through vertical and horizontal steel frames being connected, wherein the steel frame line grid is connected with the base seat; the movable building operation platform also comprises a reinforced middle layer and a top working layer, wherein the base seat, the reinforced middle layer and the top working layer are all connected through an oblique staircase. The movable building operation platform provided by the utility model adopts the structure that the top working layer is arranged at the top part of the platform, the reinforced middle layer is arranged at the middle part, and the base seat, the reinforced middle layer and the top working layer are connected through the oblique staircase, through which steady steel structural base seat and heavy load bearing caster wheels are simultaneously adopted, thus ensuring the advantages of the movable building operation platform provided by the utility model that the motion is convenient, the working span is large, and the movable building operation platform is secure, steady, and not easy to collapse.
Description
Technical field
The utility model relates to a kind of architectural furniture, relates in particular to a kind of removable construction platform.
Background technology
In the building operations, especially in decoration, the decoration construction, remove the scaffold of fixedly building, often use movably scaffold.The most easy is to be made of two lambdoid staircases and the springboard that is shelved on the staircase.But its poor stability moves inconvenient, dumb.So just have variously with hardware, particularly make the traveling stage that vertical rod, cross bar and brace combination are the turriform truss by steel pipe, their bottoms are furnished with road wheel, and the working platform of fence is arranged around the top is provided with.These traveling stages, not only conveniently moving flexibly, but also safety.But existing these traveling stages are because the restriction of its structure is limited owing to floor space when highly surpassing 6 meters, are easy to generate wild effect and topple over, so its assembled height is limited.Can not give full play to its function.
The portable scaffold that Chinese patent 02216534.7 discloses, the bearing area that adopts simple measures to make it when work is compared with the planar dimension of the permission that is determined by transport point, can expand two mutually perpendicular horizontal directions, and need not to pay significant cost for this reason.But, in large-scale building operations, especially working depth is in 16 to 22 meters height or higher building operations, the disclosed portable scaffold of above-mentioned patent documentation and prior art, and its safety and stability all can not adapt to such working environment requirement.
The utility model content
The technical problems to be solved in the utility model provides a kind of removable construction platform, and this removable construction platform conveniently moving, the work span is big and safety and stability is difficult for toppling over.
In order to solve the problems of the technologies described above, the removable construction platform of the utility model adopts following technical scheme: comprise base, be installed on the castor at four angles of described base, and the steelframe that is formed by connecting by vertical and horizontal steelframe row grid, described steelframe row grid are connected with described base, enhancement Layer and top working lining in the middle of also comprising, described base, middle enhancement Layer and top working lining all are connected by oblique staircase.
Described base is a quadrangle i iron welding body.Described i iron welding body has rigidity welding body node.Described base comprises four reinforcing ribs.Described base around and reinforcing rib all be No. 16 i iron.
Described top working lining is a symmetric triangular truss connector.Described symmetric triangular truss connector is the connector that standard fastener is set up.Described symmetric triangular truss connector is the connector that the rigidity welding node is set up.
Described castor is the castor that has auto-lock function.Described castor is connected with described base by the welding spacer ferrule.
The removable construction platform that the utility model provides, employing is provided with the top working lining in table top, enhancement Layer in the middle of the middle part is provided with, and connect the structure of base, middle enhancement Layer and top working lining by oblique staircase, adopt steady steel work base and big load-bearing castor simultaneously, the big and safety and stability of removable construction platform conveniently moving, the work span that makes the utility model provide is difficult for toppling over.
Below in conjunction with accompanying drawing the removable construction platform of the utility model is elaborated.
Description of drawings
Fig. 1 is the schematic diagram of the removable construction platform of the utility model;
Fig. 2 is the elevation of the removable construction platform of the utility model;
Fig. 3 is the schematic diagram of top operation layer symmetrical structure shown in Figure 1;
Fig. 4 is the middle enhancement Layer shown in Figure 1 and the schematic diagram of half space;
Fig. 5 is the schematic diagram of removable construction platform base shown in Figure 1;
Fig. 6 is the schematic diagram of castor shown in Figure 1.
The specific embodiment
The schematic diagram and the elevation of the removable construction platform of the utility model as depicted in figs. 1 and 2, the removable construction platform of the utility model comprises: base 2, be installed on the castor 1 at 2 four angles of base, vertically steelframe 7 and laterally the steelframe row grid of steelframe 8 compositions, the oblique staircase 3 that connects base 2 and middle enhancement Layer 4, the oblique staircase 5 of enhancement Layer 4 and top working lining 6 in the middle of connecting; Described base 2 is connected with described steelframe row grid, and described middle enhancement Layer 4 is connected with described steelframe row grid respectively with top working lining 6.Steelframe row grid, middle enhancement Layer and top working lining are to be that main bone is set up 6 * 6 * 17.5 meters the greenhouse frame that forms with steel pipe, and entire job platform gross weight is 4.6 tons (bag movable pedestals), and a plurality of people are with regard to removable exhibition room platform.
Fig. 3 is the structural representation of the top working lining shown in Fig. 1, described top working lining adopts the symmetric triangular trussed construction, comprising the platform that horizontal steelframe 65 and vertical steelframe 64 constitute, the framework that transverse truss 63, longitudiual truss 61 and English truss 62 are formed. described platform and framework are formed by connecting and are the top working lining.Described top working lining is set up and is adopted Φ 48 * 3 steel pipes, and brand-new standard fastener or rigidity welding node are adopted in the connection between the steel pipe.Be erected with the high guard rail of 1000mm on the top layer working lining.
Fig. 4 is an enhancement Layer in the middle of the platform shown in Fig. 1, and described middle enhancement Layer has the function of interval concurrently except the intensity that improves the removable construction platform of the utility model.The platform of enhancement Layer is arranged in the middle of the described steelframe row grid the 4th layer in the middle of described, comprise the horizontal steelframe 43 and the vertical steelframe 42 that constitute platform, enhancement Layer adopts butt joint button Φ 48 * 3 steel pipes to connect in the middle of the described platform, and standard fastener is adopted in the connection between the steel pipe.
Fig. 5 is the schematic diagram of base shown in Fig. 1, and described base 2 has been chosen the steel of big specification, strengthens the gross weight to 0.82 ton of base, realizes that the accent of bed rearrangement frame pin is light, down-shift of working center, and the purpose on firm basis guarantees that integral body is difficult to take place canting.21 is the 16# i iron around the base, and middle girder 22 is the 16# i iron.The platform base i iron adopts the rigidity welding node.
Fig. 6 is the schematic diagram of castor shown in Fig. 1, but described castor 1 comprises linkage section 12, welding spacer ferrule 13 and platform standpipe 14 that castor body 11, castor body 11 and the base 2 of self-locking are connected.Described linkage section 12 connects platform standpipe 14 by welding spacer ferrule 13, and its connected mode adopts welding or interference fit.
The main structure of the removable construction platform of the utility model, construction stair, guard rail etc. all use steel pipe, steel pipe, related accessories, shaped steel to purchase and newly set up with materials processing, and model, specification should adopt standard component.After enhancement Layer and top working lining all adopt Φ 48 * 3 steel pipes to set up in the middle of the platform, be the new mao bamboon laying of 100mm with diameter, new mao bamboon spacing 250mm, mao bamboon face boarding.The flat upper surface railing is near the position, lifting point, and pull bar is set to active type door shape railing, opens during lifting, makes things convenient for goods to move into platform, closes and locks during no lifting operation.
Above disclosed only is preferred embodiment of the present utility model, can not limit the interest field of the utility model certainly with this, and therefore the equivalent variations of being done according to the utility model claim still belongs to the scope that the utility model is contained.
Claims (10)
1. removable construction platform, comprise base, be installed on the castor at four angles of described base, and the steelframe that is formed by connecting by vertical and horizontal steelframe row grid, described steelframe row grid are connected with described base, it is characterized in that, enhancement Layer and top working lining in the middle of also comprising, described base, middle enhancement Layer and top working lining all are connected by oblique staircase.
2. removable construction platform according to claim 1 is characterized in that: described base is a quadrangle i iron welding body.
3. removable construction platform according to claim 2 is characterized in that: described i iron welding body has rigidity welding body node.
4. removable construction platform according to claim 2 is characterized in that: described base comprises four reinforcing ribs.
5. removable construction platform according to claim 4 is characterized in that: described base around and reinforcing rib all be No. 16 i iron.
6. removable construction platform according to claim 1 is characterized in that: described top working lining is a symmetric triangular truss connector.
7. removable construction platform according to claim 6 is characterized in that: described symmetric triangular truss connector is the connector that standard fastener is set up.
8. removable construction platform according to claim 1 is characterized in that: described symmetric triangular truss connector is the connector that the rigidity welding node is set up.
9. removable construction platform according to claim 1 is characterized in that: described castor is the castor that has auto-lock function.
10. removable construction platform according to claim 9 is characterized in that: described castor is connected with described base by the welding spacer ferrule.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200444394U CN201165752Y (en) | 2008-03-03 | 2008-03-03 | Moveable building construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200444394U CN201165752Y (en) | 2008-03-03 | 2008-03-03 | Moveable building construction platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201165752Y true CN201165752Y (en) | 2008-12-17 |
Family
ID=40191137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200444394U Expired - Fee Related CN201165752Y (en) | 2008-03-03 | 2008-03-03 | Moveable building construction platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201165752Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974977A (en) * | 2010-10-29 | 2011-02-16 | 中建二局第三建筑工程有限公司 | Pulley bracket platform with large-column-grid and large-area grid structure and construction method thereof by utilizing pulley bracket method |
| CN104471338A (en) * | 2012-03-01 | 2015-03-25 | 艾威普科公司 | Method and apparatus for assembling field erected cooling tower frame |
| CN104675094A (en) * | 2015-03-10 | 2015-06-03 | 武汉建工集团股份有限公司 | Detachable type movable scaffold platform |
| CN104763165A (en) * | 2015-04-21 | 2015-07-08 | 安徽建工集团有限公司 | Cement silo top steel net frame supporting structure and construction method thereof |
| CN106869476A (en) * | 2017-03-20 | 2017-06-20 | 无锡市龙海杰机械制造有限公司 | Multi-layer scaffold |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
-
2008
- 2008-03-03 CN CNU2008200444394U patent/CN201165752Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974977A (en) * | 2010-10-29 | 2011-02-16 | 中建二局第三建筑工程有限公司 | Pulley bracket platform with large-column-grid and large-area grid structure and construction method thereof by utilizing pulley bracket method |
| CN101974977B (en) * | 2010-10-29 | 2012-02-15 | 中建二局第三建筑工程有限公司 | Pulley bracket platform with large-column-grid and large-area grid structure and construction method thereof by utilizing pulley bracket method |
| CN104471338A (en) * | 2012-03-01 | 2015-03-25 | 艾威普科公司 | Method and apparatus for assembling field erected cooling tower frame |
| CN104471338B (en) * | 2012-03-01 | 2017-07-21 | 艾威普科公司 | The method and apparatus of assembling field erection cooling tower frame |
| CN104675094A (en) * | 2015-03-10 | 2015-06-03 | 武汉建工集团股份有限公司 | Detachable type movable scaffold platform |
| CN104763165A (en) * | 2015-04-21 | 2015-07-08 | 安徽建工集团有限公司 | Cement silo top steel net frame supporting structure and construction method thereof |
| CN106869476A (en) * | 2017-03-20 | 2017-06-20 | 无锡市龙海杰机械制造有限公司 | Multi-layer scaffold |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: GUANGZHOU CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: GUANGZHOU MUNICIPAL CONSTRUCTION GROUP CO., LTD. Effective date: 20120626 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20120626 Address after: 510030 No. 4, Guang Wei Road, Guangzhou, Guangdong Patentee after: Guangzhou Construction Co., Ltd. Address before: Guang Wei Road 510030 Guangdong city of Guangzhou Province, No. 4 construction engineer office building 7 floor Patentee before: Guangzhou Municipal Construction Group Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081217 Termination date: 20130303 |