CN101761223A - Method for installation of scaffold component - Google Patents
Method for installation of scaffold component Download PDFInfo
- Publication number
- CN101761223A CN101761223A CN200810194694A CN200810194694A CN101761223A CN 101761223 A CN101761223 A CN 101761223A CN 200810194694 A CN200810194694 A CN 200810194694A CN 200810194694 A CN200810194694 A CN 200810194694A CN 101761223 A CN101761223 A CN 101761223A
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- Prior art keywords
- assembly
- cross bar
- rod
- scaffold
- base
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Abstract
The invention discloses a method for installation of scaffold components, which comprises: (1) placing a base component; (2) installing a first layer of pole components; (3) installing a first layer of horizontal cross bar components; (4) installing a first layer of diagonal rods; (5) adjusting the height of the first layer; (6) installing a second layer of pole components; (7) connecting a second layer of cross bars; (8) connecting a second layer of diagonal rods; (9) adjusting the height of the second layer; repeating Step (6) to Step (9) to reach the required height, and then installing a support seat component, thereby completing the installation. The method for installation of the scaffold components has the advantages of simple operation and high erection efficiency. Simultaneously, since each structural component can be standardized and modularized, the invention can significantly reduce the number of parts and components, facilitate the site management, and save steel pipe materials for the structure.
Description
Technical field
The present invention relates to a kind of construction equipment, especially a kind of mounting method of assembly for scaffold.
Background technology
Present console mode steel pipe scaffold, mainly comprise rod member, fastener and pedestal etc., described rod member mainly comprises vertical rod, cross bar and brace, can adopt the steel pipe manufacturing of unified specification diameter, described fastener mainly contains the perpendicular type fastener, yi word pattern fastener and rotary type fastener etc., in addition, also must establish wall connecting rod and strut (diagonal brace or bridging), be used for strengthening the integral rigidity of scaffold, more when existing this type of scaffold buildingization is taken a lot of work, the speed of setting up scaffold is slow, can not adapt to the needs of construction at a high speed, in addition, the more beneficial loss of this type of scaffold desired structure material is also bigger, also has problems such as not fool proof simultaneously.
Summary of the invention
The object of the present invention is to provide a kind of structural safety reliable, set up simple to operately, thereby can make the mounting method of the assembly for scaffold that erection construction efficient significantly improves.
Technical scheme of the present invention provides a kind of mounting method of assembly for scaffold, and described assembly for scaffold comprises a plurality of base assemblies, rod assembly, adapter sleeve assembly, horizontal cross bar assembly, brace assembly and bracket assembly; Wherein:
Described base assembly comprises plinth and is arranged on screw rod and key on the base;
Be arranged at intervals with a plurality of connection fasteners on the described rod assembly;
The two ends of described horizontal cross bar assembly are provided with installing hole and prong;
The both-side ends of described brace assembly is provided with pin;
Described bracket assembly comprises screw rod, and described screw rod is provided with key, and the top of described screw rod is equipped with shaped steel;
Described assembly for scaffold is installed according to the following steps:
(1) places base assembly;
(2) the first floor rod assembly is plugged in the base assembly;
(3) described horizontal cross bar assembly prong is connected on the connection fastener of described rod assembly, and it is fixing to peg graft by alignment pin;
(4) described brace both-side ends pin is pegged graft and is locked in the installing hole of described horizontal cross bar assembly;
(5) use the key on the base to adjust the first floor height;
(6) by described adapter sleeve assembly the sublevel rod assembly is installed on the first floor rod assembly;
(7) connect the sublevel cross bar as above-mentioned step (3);
(8) connect the sublevel brace as above-mentioned step (4);
(9) adjust time layer height;
Repeat above-mentioned steps (6) to (9) until reaching desired height, the bracket assembly is installed is then got final product.
The present invention no matter compare with existing scaffold in the connection between the vertical rod or in the connection between vertical rod and the cross bar set up simple to operate, it is higher to set up efficient, this is because the member of assembly for scaffold of the present invention all is the normalization member, and need to bring into play its usefulness by combination, but also can carry out each component-assembled in advance about connector and connected piece, scaffold is on-the-spot only need to carry out general assembly setting up, thereby the efficiency of construction height.Scaffold of the present invention mainly is suitable for building and builds usefulness by laying bricks or stones, is particularly suited for setting up the high-rise scaffold with various different facade shapes, also is used in the indoor support of carrying out various construction members.
Description of drawings
Below in conjunction with accompanying drawing the embodiment of the invention is further elaborated.
Fig. 1 is scaffold agent structure assembling schematic diagram of the present invention.
Fig. 2 is the enlarged diagram of the connection fastener partial structurtes of A indication among Fig. 1.
Fig. 3 is above-mentioned scaffold base assembly structural representation.
Fig. 4 is above-mentioned scaffold brace modular construction schematic diagram.
Fig. 5 is above-mentioned scaffold bracket modular construction schematic diagram.
The specific embodiment
To shown in Figure 5, a kind of combined scaffold of the present invention comprises a plurality of base assemblies 10, rod assembly 20, adapter sleeve assembly 30, horizontal cross bar assembly 40, brace assembly 50, bracket assembly 60 and mount pin 70 referring now to Fig. 1.Base assembly 10 comprises plinth 12 and is arranged on screw rod 14 and key 16 on the base 12.The length of rod assembly 20 has from the shortest that to be 0.5 or 0.25 meter the longest be that three meters or three meters are with first-class several length specifications, as working as upright pavilion length is three meters, then weld a connection fastener 22 every half meter on one's body in vertical rod, for horizontal cross bar 40 usefulness are installed, when vertical rod length is two meters, establish three such connection fasteners, when length is one meter, if such connection fastener when setting up scaffold, can select connection fastener that horizontal cross bar is installed along the vertical rod short transverse as required.Connection fastener 22 evenly is provided with eight plug receptacles 24 for circle or octagon.Cross bar assembly 40 two ends are provided with prong 42, and the installing hole 44 of contiguous prong, are provided with open slot (not shown) on the upper and lower ear of formation prong.Prong 42 clips of the end of cross bar 40 of the present invention are on annular connection fastener 22, the open slot of the upper and lower ear of cross bar prong aligns with the interface 24 of annular connection fastener and forms a vertical spliced eye, then alignment pin 70 is inserted in the vertical spliced eye, thereby vertical rod is connected with cross bar.Brace assembly 50 two ends are provided with bearing pin 52, and the shape of cross section of bearing pin 52 can be positive nonagon or garden shape, insert in the installing hole 44 of cross bar 40 and tighten with bolt, and forming has three compacted formation lines contacts of rib all the time, are connected firmly and are difficult for loosening thereby make.Bracket assembly 60 comprises screw rod 62, and key 64 is installed on the screw rod 62, and the screw rod top is provided with shaped steel 66.
Assembly for scaffold of the present invention is installed according to the following steps:
(1) places base assembly;
(2) the first floor rod assembly is plugged in the base assembly;
(3) described horizontal cross bar assembly prong is connected on the connection fastener of described rod assembly, and it is fixing to peg graft by alignment pin;
(4) described brace both-side ends pin is pegged graft and is locked in the installing hole of described horizontal cross bar assembly;
(5) use the key on the base to adjust the first floor height;
(6) by described adapter sleeve assembly the sublevel rod assembly is installed on the first floor rod assembly;
(7) connect the sublevel cross bar as above-mentioned step (3);
(8) connect the sublevel brace as above-mentioned step (4);
(9) adjust time layer height;
Repeat above-mentioned steps (6) to (9) until reaching desired height, the bracket assembly is installed is then got final product.
Because each structural member in the combined scaffold of the present invention all can be accomplished normalization and modularization, can also carry out each component-assembled in advance about connector and connected piece, scaffold is on-the-spot only need to carry out general assembly setting up, thereby sets up simple to operately, and it is higher to set up efficient.Because each structural member of the present invention all can be accomplished normalization and modularization, make component number significantly reduce simultaneously, make things convenient for field supervision, can also save the structural steel tube material.
Claims (4)
1. the mounting method of an assembly for scaffold, described assembly for scaffold comprises a plurality of base assemblies, rod assembly, adapter sleeve assembly, horizontal cross bar assembly, brace assembly and bracket assembly;
Wherein:
Described base assembly comprises plinth and is arranged on screw rod and key on the base;
Be arranged at intervals with a plurality of connection fasteners on the described rod assembly;
The two ends of described horizontal cross bar assembly are provided with installing hole and prong;
The both-side ends of described brace assembly is provided with pin;
Described bracket assembly comprises screw rod, and described screw rod is provided with key, and the top of described screw rod is equipped with shaped steel;
Described assembly for scaffold is installed according to the following steps:
(1) places base assembly;
(2) the first floor rod assembly is plugged in the base assembly;
(3) described horizontal cross bar assembly prong is connected on the connection fastener of described rod assembly, and it is fixing to peg graft by alignment pin;
(4) described brace both-side ends pin is pegged graft and is locked in the installing hole of described horizontal cross bar assembly;
(5) use the key on the base to adjust the first floor height;
(6) by described adapter sleeve assembly the sublevel rod assembly is installed on the first floor rod assembly;
(7) connect the sublevel cross bar as above-mentioned step (3);
(8) connect the sublevel brace as above-mentioned step (4);
(9) adjust time layer height;
Repeat above-mentioned steps (6) to (9) until reaching desired height, the bracket assembly is installed is then got final product.
2. combined scaffold according to claim 1 is characterized in that: described base assembly is provided with the adjustment nut of adjustment rack pin lifting.
3. combined scaffold according to claim 1 is characterized in that: described bracket assembly is provided with the adjustment nut of adjustment rack pin lifting.
4. combined scaffold according to claim 1, it is characterized in that: described connection fastener is provided with the annular element of a plurality of interfaces, described a plurality of interface is evenly distributed on the annular element along the circumferencial direction of vertical rod bar wall, be provided with open slot on the upper and lower ear of the end prong of described cross bar, the prong clip of described cross bar is on described annular element, the open slot of described upper and lower ear aligns with described interface and forms a vertical spliced eye, and described alignment pin passes this vertical spliced eye with described vertical rod and cross bar locking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810194694A CN101761223A (en) | 2008-11-17 | 2008-11-17 | Method for installation of scaffold component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810194694A CN101761223A (en) | 2008-11-17 | 2008-11-17 | Method for installation of scaffold component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101761223A true CN101761223A (en) | 2010-06-30 |
Family
ID=42492593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810194694A Pending CN101761223A (en) | 2008-11-17 | 2008-11-17 | Method for installation of scaffold component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101761223A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343612A (en) * | 2013-08-02 | 2013-10-09 | 南通亨特管业有限公司 | Installation method of indoor movable scaffold assembly |
| CN103615102A (en) * | 2013-11-19 | 2014-03-05 | 常熟市古里镇白茆联动建筑变形缝装置厂 | Construction working platform |
| CN104295075A (en) * | 2014-09-29 | 2015-01-21 | 无锡市安捷脚手架有限公司 | Simple supporting rack |
| CN106184652A (en) * | 2016-08-27 | 2016-12-07 | 中船澄西船舶修造有限公司 | Deck passages frame connecting structure |
| CN106256681A (en) * | 2016-08-27 | 2016-12-28 | 中船澄西船舶修造有限公司 | Deck passages frame erection method |
-
2008
- 2008-11-17 CN CN200810194694A patent/CN101761223A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343612A (en) * | 2013-08-02 | 2013-10-09 | 南通亨特管业有限公司 | Installation method of indoor movable scaffold assembly |
| CN103615102A (en) * | 2013-11-19 | 2014-03-05 | 常熟市古里镇白茆联动建筑变形缝装置厂 | Construction working platform |
| CN103615102B (en) * | 2013-11-19 | 2015-12-30 | 常熟市联动工程材料有限公司 | Construction working platform |
| CN104295075A (en) * | 2014-09-29 | 2015-01-21 | 无锡市安捷脚手架有限公司 | Simple supporting rack |
| CN106184652A (en) * | 2016-08-27 | 2016-12-07 | 中船澄西船舶修造有限公司 | Deck passages frame connecting structure |
| CN106256681A (en) * | 2016-08-27 | 2016-12-28 | 中船澄西船舶修造有限公司 | Deck passages frame erection method |
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Application publication date: 20100630 |