CN203008342U - Light inclined-pulling type scaffold - Google Patents
Light inclined-pulling type scaffold Download PDFInfo
- Publication number
- CN203008342U CN203008342U CN 201220410684 CN201220410684U CN203008342U CN 203008342 U CN203008342 U CN 203008342U CN 201220410684 CN201220410684 CN 201220410684 CN 201220410684 U CN201220410684 U CN 201220410684U CN 203008342 U CN203008342 U CN 203008342U
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- China
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- rod member
- horizontal rod
- scaffold
- transverse horizontal
- rod members
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Abstract
The utility model discloses a light inclined-pulling type scaffold. The light inclined-pulling type scaffold comprises vertical rod members, crosswise horizontal rod members, lengthwise horizontal rod members, a fixing seat, an anti-inclination apparatus, an inclined-pulling unloading device, a scaffold and a safety net, wherein the vertical rod members are respectively connected with the crosswise horizontal rod members and the lengthwise horizontal rod members, the scaffold is laid on the crosswise horizontal rod members, and the safety net is connected with the vertical rod members or the lengthwise horizontal rod members; the crosswise horizontal rod members are distributed at certain horizontal spacing and are arranged on every storey; one end of the fixing seat is connected with the inclined-pulling unloading device and the crosswise horizontal rod member, and the other end of the fixing seat is connected with a pre-buried ring pre-buried in a building; a panel point position of a wall-distal end of the crosswise horizontal rod member, the lengthwise horizontal rod member and the vertical rod member is connected with the inclined-pulling unloading device, and the other end of the inclined-pulling unloading device is connected with the fixing seat on an upper storey; one end of the anti-inclination apparatus is connected with the fixing seat, and the other end of the fixing seat is fastened with the crosswise horizontal rod member through a fastener. The light inclined-pulling type scaffold is characterized in that the anti-inclination apparatus is mounted on the lowest layer of the scaffold body, thereby preventing the scaffold body from overturning when the crosswise horizontal rod members fall off the fixing seat under the action of external forces.
Description
Technical field
The utility model relates to a kind of scaffold, is specifically related to that a kind of materials are economized, lightweight, the external scaffolding that facilitates the workman to operate, can satisfy the fabric structure construction of various height and the requirement of decoration construction.
Background technology
At present, obtain the widely used following several scaffold that has on construction market: full hall scaffold, builder's jack, adhering lifting formula scaffold, protective frame.Wherein the full hall scaffold shortcoming be consume material and manually huge, labor strength is large, be eliminated gradually; And builder's jack and attachment type raise scaffold all only can be realized the protection of Partial Height, such as, builder's jack is generally 4 to 6 floors, attached lift scaffold is generally 4 to 5 floors, can not realize the whole enclosed construction to building, and its cost is high, and especially the attached lift scaffold construction cost is huge, has limited further developing of it.Protective frame is the product of the present utility model people development, is used for the building main body construction stage, once sets up the 3-4 layer height, utilizes wall attaching parts to be fixed on building, adopts tower crane to promote rising with the building main body operation that makes progress; Relatively before-mentioned products have simple in structure, processing ease, advantage with low cost.Its shortcoming is only to protect use as major structure of construction, can not use as the exterior wall finishing scaffold, and it is applied also and is greatly limited.Above several traditional scaffolds for keeping stability, must efflux the high-altitude at scaffold and set up the crossing rod pieces such as bridging in addition, and are abnormally dangerous during actual setting up.Labor strength is large.the inventor is for this situation, researched and developed a series of light-duty cable-stayed scaffold, being characterized in adopting pull bar is main bearing member, along the every floor of building, diagonal member or oblique pull relief arrangement are set, changed the Path of Force Transfer of scaffold, give full play to the pull bar loading characteristic, do not need to arrange bridging, reduced the danger of construction weight and workman operation, its result of use is fine, but also leave some room for improvement in safety, such as, after building concrete is built, before concrete strength does not also reach the requirement of installation frame body, if the top layer of support body is subject to enough large external impacts, the transverse horizontal member might come off from holder, cause the top support body to topple.
Summary of the invention
The purpose of this utility model is to provide a kind of light-duty cable-stayed scaffold, and it has the characteristics of frame body safe.
Goal of the invention of the present utility model realizes by the following technical solutions:
The light-duty cable-stayed scaffold that the utility model proposes, comprise vertical bar, transverse horizontal rod member, vertical equity rod member, holder, anti-tilt device, oblique pull relief arrangement, scaffold floor and safety net, the vertical levels rod member is connected with transverse horizontal rod member, vertical equity rod member respectively, scaffold floor is laid on the transverse horizontal rod member, and safety net is connected on vertical bar or vertical equity rod member; Described transverse horizontal rod member is pressed the certain level spacing and is distributed, and is arranged on each floor place; Described holder one end is connected with described oblique pull relief arrangement, transverse horizontal rod member, and the other end is connected with pre-buried ring in being embedded in building; Transverse horizontal rod member wall end far away is connected the oblique pull relief arrangement with vertical equity rod member, vertical bar Nodes, and this oblique pull relief arrangement other end is connected with the holder that is located at a upper floor; Anti-tilt device one end is connected with holder, and the other end and transverse horizontal rod member are fastenedly connected through fastener, it is characterized in that: anti-tilt device is arranged on the top layer of support body, prevents from that the transverse horizontal rod member from coming off from holder because of External Force Acting to cause support body to topple.
Further, consider to avoid increasing pre-buried quantity, economize on resources, described anti-tilt device is designed to an anti-dumping arm-tie, is made of a stamping forming steel plate, can be also to bend the reinforcing bar that forms, or other high strength materials; One end is porose, directly penetrates in holder and bolt that pre-buried ring is connected, and other end afterbody is designed to L-type, and fastener reclamps the arm-tie afterbody after penetrating the transverse horizontal rod member, tights a bolt and can fix.This design is mainly to consider not bury in addition built-in fitting underground for anti-tilt device, and simultaneously the arm-tie form is than pull bar form saving steel more.
In sum, as seen the utility model has the advantages that: increase the anti-dumping function, prevent unexpected the generation, improve frame body safe.
Description of drawings
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is the I section enlarged drawing of Fig. 1;
Fig. 3 is the structural representation that the part of Fig. 2 is overlooked;
Fig. 4 is anti-dumping pulling plate structure schematic diagram of the present utility model.
The specific embodiment
The below engages drawings and Examples, and the utility model is described in further detail; but protection domain of the present utility model is not limited to following embodiment; obviously, those skilled in the art can carry out various changes and distortion and not break away from scope and spirit of the present utility model the utility model.If these changes and distortion belong in the scope of the utility model claim and equivalent technologies thereof, intention of the present utility model also comprises these changes and is out of shape interior:
As shown in Figure 1, what transverse horizontal rod member 5, vertical equity rod member 7 and vertical bar 6 were all selected is the frequent diameter 48mm that adopts of construction site, the steel pipe of thickness 3.5mm, connects by fastener respectively, and scaffold floor 4 is laid on transverse horizontal rod member 5.Certainly, transverse horizontal rod member 5, vertical equity rod member 7 and vertical bar 6 can also be selected other material and connector of being used to build the scaffold support body, such as the frame structure spare that adopts the bowl fastening type scaffold etc.Oblique pull relief arrangement 8 one ends are connected to the Nodes of transverse horizontal rod member 5 and vertical bar 6, and the other end is connected with the holder 2 that is located at a upper floor.Anti-tilt device 3 is arranged on the top layer of support body.
As shown in Figure 2, holder 2 one ends are connected with pre-buried ring 1 in being embedded in building, and the other end is inserted in transverse horizontal rod member 4.Anti-tilt device 3 comprises anti-dumping arm-tie 31 and fastener 32.Anti-dumping arm-tie 31 1 ends penetrate in the bolt of holder 2 fixing, and the other end penetrates in fastener 32.Fastener 32 clamps transverse horizontal rod member 5 and fixing.
Claims (2)
1. light-duty cable-stayed scaffold, comprise vertical bar, transverse horizontal rod member, vertical equity rod member, holder, anti-tilt device, oblique pull relief arrangement, scaffold floor and safety net, the vertical levels rod member is connected with transverse horizontal rod member, vertical equity rod member respectively, scaffold floor is laid on the transverse horizontal rod member, and safety net is connected on vertical bar or vertical equity rod member; Described transverse horizontal rod member is pressed the certain level spacing and is distributed, and is arranged on each floor place; Described holder one end is connected with described oblique pull relief arrangement, transverse horizontal rod member, and the other end is connected with pre-buried ring in being embedded in building; Transverse horizontal rod member wall end far away is connected the oblique pull relief arrangement with vertical equity rod member, vertical bar Nodes, and this oblique pull relief arrangement other end is connected with the holder that is located at a upper floor; Anti-tilt device one end is connected with holder, and the other end and transverse horizontal rod member are fastenedly connected through fastener, it is characterized in that: anti-tilt device is arranged on the top layer of support body, prevents from that the transverse horizontal rod member from coming off from holder because of External Force Acting to cause support body to topple.
2. light-duty cable-stayed scaffold as claimed in claim 1, it is characterized in that: described anti-tilt device mainly comprises the anti-dumping arm-tie, the anti-dumping arm-tie is made of a stamping forming steel plate, can be also to bend the reinforcing bar that forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220410684 CN203008342U (en) | 2012-08-17 | 2012-08-17 | Light inclined-pulling type scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220410684 CN203008342U (en) | 2012-08-17 | 2012-08-17 | Light inclined-pulling type scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203008342U true CN203008342U (en) | 2013-06-19 |
Family
ID=48599951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220410684 Expired - Fee Related CN203008342U (en) | 2012-08-17 | 2012-08-17 | Light inclined-pulling type scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203008342U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850426A (en) * | 2014-02-27 | 2014-06-11 | 浙江海天建设集团有限公司 | Scaffold embedded part and scaffold set-up process adopting same |
-
2012
- 2012-08-17 CN CN 201220410684 patent/CN203008342U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850426A (en) * | 2014-02-27 | 2014-06-11 | 浙江海天建设集团有限公司 | Scaffold embedded part and scaffold set-up process adopting same |
| CN103850426B (en) * | 2014-02-27 | 2016-09-07 | 中建二局第二建筑工程有限公司 | Scaffold built-in fitting and use the scaffold of this built-in fitting to build technique |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130619 Termination date: 20160817 |