CN202194364U - Light-weight oblique-pull type scaffold - Google Patents
Light-weight oblique-pull type scaffold Download PDFInfo
- Publication number
- CN202194364U CN202194364U CN2011202758716U CN201120275871U CN202194364U CN 202194364 U CN202194364 U CN 202194364U CN 2011202758716 U CN2011202758716 U CN 2011202758716U CN 201120275871 U CN201120275871 U CN 201120275871U CN 202194364 U CN202194364 U CN 202194364U
- Authority
- CN
- China
- Prior art keywords
- transverse horizontal
- light
- relief arrangement
- vertical
- horizontal member
- 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
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a light-weight oblique-pull type scaffold comprising vertical components, transverse horizontal components, longitudinal horizontal components, fixed bases, scaffold floors and safety nets, wherein the vertical components are connected with the transverse horizontal components and the longitudinal horizontal components respectively by fasteners; the transverse horizontal components are distributed at certain horizontal intervals and arranged at each floor; one end of each fixed base is connected with a building, while the other end of the fixed base is connected with the transverse horizontal components; each node at the connection of each transverse horizontal component and the vertical component is connected with an oblique-pull unloading device; and the other end of each oblique-pull unloading device is connected with the fixed base arranged at the upper floor. The light-weight oblique-pull type scaffold is characterized in that the two ends of each oblique-pull unloading device are respectively provided with a closed hoop, wherein one closed hoop at one end hoops the transverse horizontal components, and under the state of installation, the automatic tensioning of the oblique-pull unloading device is realized by downward moving the connection fastener of each the transverse horizontal component and each vertical component.
Description
Technical field
The utility model relates to a kind of scaffold, is specifically related to that a kind of materials are economized, in light weight, the external scaffolding that makes things convenient for the workman to operate, can satisfy the fabric structure construction of various height and the requirement of decoration construction.
Background technology
At present, on construction market, obtain the widely used following several kinds of scaffolds that have: full hall scaffold, builder's jack, adhering lifting formula scaffold, protective frame.Wherein full hall scaffold shortcoming is that the consumption material is huge with manual work, labor strength is big, is eliminated gradually; And builder's jack and attachment type raise scaffold all only can the implementation part height protection; Such as, builder's jack generally is 4 to 6 floors, attached lift scaffold generally is 4 to 5 floors; Can not realize totally-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 utility model inventor 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 the 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 usefulness as major structure of construction, can not use as the exterior wall finishing scaffold, and it is applied and also receives big limitations.Several kinds of traditional scaffolds must efflux the high-altitude at scaffold and set up intersection rod members such as bridging for keeping stability in addition, and are abnormally dangerous during actual setting up.Labor strength is big.The inventor has researched and developed a series of light-duty cable-stayed type scaffold to this situation, and being characterized in adopting pull bar is main bearing member, diagonal member is set or tiltedly draws relief arrangement along the every floor of building; Changed the Path of Force Transfer of scaffold, given full play to the pull bar loading characteristic, bridging need be set; Reduced the danger of construction weight and workman operation, its result of use is fine, but on operability, also leaves some room for improvement; Such as, when tiltedly drawing relief arrangement to adopt screw thread etc. to regulate tension structure, its screw thread that exposes easily by cement mortar etc. pollute, corrosion; Nut can not normally be back-outed, and maintenance difficulties strengthens, and considers in the practical applications; Tiltedly draw the relief arrangement enormous amount, even nut can normally be back-outed, its workload is also quite big.
The utility model content
The technical problem that the utility model will solve provides a kind of light-duty cable-stayed type scaffold, and it tiltedly draws relief arrangement can realize auto-tensioning, is convenient to operation.
The utility model solves the technical scheme that its technical problem adopted: a kind of light-duty cable-stayed type scaffold; Comprise vertical member, transverse horizontal member, vertical equity member, holder; Scaffold floor and safety net; Vertical member is connected through fastener with the vertical equity member with the transverse horizontal member respectively, and scaffold floor is laid on the transverse horizontal member, and safety net is connected on vertical member or the vertical equity member; Described transverse horizontal member is pressed the certain level spacing and is distributed, and is arranged on each floor place; Said holder one end is connected with building, and the other end is connected with said transverse horizontal member; The node place that the transverse horizontal member is connected with vertical member connects tiltedly draws relief arrangement, and the holder of a floor is connected on tiltedly drawing the relief arrangement other end and being located at building; It is characterized in that: the said relief arrangement that tiltedly draws is that two ends are provided with the sealing ring set; An end closed collar wherein is inserted in the transverse horizontal member; Under the installment state, realize tiltedly drawing the auto-tensioning of relief arrangement through the connection fastener of move down said transverse horizontal member and vertical member.
The beneficial effect of the utility model is: because it is secondary to have cancelled the threaded adjusting that exposes; Eliminated the disadvantage that is easy to generate corrosion or pollution under the adverse circumstances at the construction field (site); The utility model is more convenient to operate, has improved operating efficiency greatly, has reduced the maintenance cost; And owing to component, the also corresponding reduction of manufacturing cost have been reduced.
Further, the structure of tiltedly drawing relief arrangement is confirmed, it is characterized in that: the described relief arrangement that tiltedly draws is a kind of of the drag-line processed of wire rope, loop chain bar, reinforcing bar, steel band or high strength fibre.
Further, the holder and the syndeton of sealing ring set are confirmed that it is characterized in that: said holder is provided with the connection stake that said sealing ring set is nested and closes.During use, directly the closed-loop cover is inserted in the connection stake, makes installation, dismounting become very easy.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the technical scheme of the utility model is further specified.
Fig. 1 is the overall structure sketch map of the utility model;
Fig. 2 is the enlarged diagram of the embodiment one of the utility model;
Fig. 3 be the utility model tiltedly draw the relief arrangement structural representation;
Fig. 4 is the I enlarged diagram among Fig. 2;
Fig. 5 is holder of the utility model and the another sketch map that tiltedly draws the relief arrangement syndeton;
Fig. 6 is the II enlarged diagram among Fig. 5.
The specific embodiment
Like Fig. 1, Fig. 2, shown in Figure 3; What transverse horizontal member 1 and vertical equity member 2, vertical member 3 were all selected for use is that diameter 48mm, the thickness that construction site often adopts is the steel pipe of 3.5mm; Connect through fastener 6 respectively, bamboo springboard 4 is laid on the transverse horizontal member 1.The sealing ring set that tiltedly draws relief arrangement 5 to comprise to be separately positioned on two ends, one of them sealing is inserted on the transverse horizontal member 1.Tiltedly draw relief arrangement 5 can adopt a kind of or several kinds of structures of the drag-line that wire rope, loop chain bar, reinforcing bar, steel band or high strength fibre process, wherein steel band adopts the structure of two ends welding steel loop or boring can.
Among Fig. 2, holder comprises arm-tie 7.The bottom is embedded on the earth anchor reinforcing bar 8 in the building structure and is with arm-tie 7, conduct of welding round steel and the connection stake 71 of tiltedly drawing relief arrangement 5 to be connected on the arm-tie 7.
What Fig. 5, Fig. 6 reflected is the form of structure of another kind of holder.Connecting bolt 10 on the ground anchor ring 9, holder is provided with the arc 11 that matches with the closed collar of drag-line 5.
When the connection fastener 6 of transverse horizontal member 1 and vertical member 3 was installed, the Bolt Tightening Force square of this fastener should be 25N m~30 N m; Be inserted in tiltedly to draw behind the relief arrangement and strike fastener with the power of size about 50N, the removable fastener upper-lower position tiltedly draws the relief arrangement degree of tightness to regulate; Tiltedly draw the removable 1cm ~ 2cm in the relief arrangement left and right sides, be regarded as tension, tighten fastening bolt (screw-down torque should be 40N m~65 N m) after the tension.
Above embodiment only explains the concrete application of the utility model; Can not be interpreted as qualification to the utility model protection domain; So long as adopt the technical scheme of the utility model; Perhaps only be to change or distortion, all fall among the protection domain of the utility model through the routine that those of ordinary skill in the art can both make.
Claims (6)
1. light-duty cable-stayed type scaffold; Comprise vertical member, transverse horizontal member, vertical equity member, holder; Scaffold floor and safety net; Vertical member is connected through fastener with the vertical equity member with the transverse horizontal member respectively, and scaffold floor is laid on the transverse horizontal member, and safety net is connected on vertical member or the vertical equity member; Described transverse horizontal member is pressed the certain level spacing and is distributed, and is arranged on each floor place; Said holder one end is connected with building, and the other end is connected with said transverse horizontal member; The node place that the transverse horizontal member is connected with vertical member connects tiltedly draws relief arrangement, and the holder of a floor is connected on tiltedly drawing the relief arrangement other end and being located at building; It is characterized in that: the said relief arrangement that tiltedly draws is that two ends are provided with the sealing ring set; An end closed collar wherein is inserted in the transverse horizontal member; Under the installment state, realize tiltedly drawing the auto-tensioning of relief arrangement through the connection fastener of move down said transverse horizontal member and vertical member.
2. light-duty cable-stayed type scaffold as claimed in claim 1 is characterized in that: the described relief arrangement that tiltedly draws is a wire rope.
3. light-duty cable-stayed type scaffold as claimed in claim 1 is characterized in that: the described relief arrangement that tiltedly draws is the loop chain bar.
4. light-duty cable-stayed type scaffold as claimed in claim 1 is characterized in that: the described relief arrangement that tiltedly draws is the drag-line that high strength fibre is processed.
5. light-duty cable-stayed type scaffold as claimed in claim 1 is characterized in that: the described relief arrangement that tiltedly draws is reinforcing bar or steel band.
6. the described light-duty cable-stayed type scaffold of claim 1, it is characterized in that: said holder is provided with the stake that is connected that is nested and closes with said sealing ring set.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202758716U CN202194364U (en) | 2011-08-01 | 2011-08-01 | Light-weight oblique-pull type scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011202758716U CN202194364U (en) | 2011-08-01 | 2011-08-01 | Light-weight oblique-pull type scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202194364U true CN202194364U (en) | 2012-04-18 |
Family
ID=45949281
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011202758716U Expired - Fee Related CN202194364U (en) | 2011-08-01 | 2011-08-01 | Light-weight oblique-pull type scaffold |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202194364U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20130720A1 (en) * | 2013-12-24 | 2015-06-25 | Mario Martina | METALLIC STRUCTURE FOR THE SUPPORT OF SCAFFOLDING BY POSTS OF BUILDINGS IN C.A. |
CN105952131A (en) * | 2016-05-12 | 2016-09-21 | 中船黄埔文冲船舶有限公司 | Round pile leg pile extension scaffold |
-
2011
- 2011-08-01 CN CN2011202758716U patent/CN202194364U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20130720A1 (en) * | 2013-12-24 | 2015-06-25 | Mario Martina | METALLIC STRUCTURE FOR THE SUPPORT OF SCAFFOLDING BY POSTS OF BUILDINGS IN C.A. |
CN105952131A (en) * | 2016-05-12 | 2016-09-21 | 中船黄埔文冲船舶有限公司 | Round pile leg pile extension scaffold |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201826525U (en) | Climbing shuttering system device for buildings | |
CN202416184U (en) | Construction device for formwork for longitudinal wet joint of box girder | |
CN100351482C (en) | Protective frame special for construction of building main body | |
CN206903022U (en) | A kind of steel bar truss floor support plate | |
CN110761411A (en) | Large-span suspended spherical dome concrete pouring method | |
CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
CN111236621A (en) | Fixing system for beam-side embedded overhanging scaffold | |
CN202194364U (en) | Light-weight oblique-pull type scaffold | |
CN208518386U (en) | A kind of packaged type steel bar meter frame | |
CN102061810B (en) | Construction method of safe flat net positioned on periphery of building | |
CN103993739B (en) | The construction method of granulation tower spraying layer stiff beam | |
CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
CN112627484A (en) | Two-point type triangular hanging rack platform and construction method | |
CN208184050U (en) | A kind of civilian villa liftable roof truss | |
CN203461720U (en) | Simple cantilever hoisting machine | |
CN2832994Y (en) | Dedicated protection frame for construction of main structure | |
CN109653536A (en) | A kind of large volume arc concrete steel lattice supporting framework and its construction method | |
CN213268820U (en) | Pull rod type I-steel cantilever beam | |
CN208347285U (en) | A kind of construction and decoration high-altitude construction supporting structure | |
CN113482328A (en) | Integral hoisting installation construction method for steel pipe template of outer shear wall | |
CN205617763U (en) | Omnipotent support combined bay support element and omnipotent support combined bay | |
CN112357743A (en) | Manufacturing method of simple hoisting tool for purlines of factory building roof | |
CN201818036U (en) | Light inclined-pulling scaffold | |
CN111764623A (en) | Lower hanging construction platform module of high-altitude large-cantilever steel roof truss and construction method | |
CN106812331B (en) | Manufacturing method of pre-assembled elevator shaft hard protection and protective pipe frame |
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: 20120418 Termination date: 20160801 |