CN204754150U - Dish -type node formula scaffold - Google Patents
Dish -type node formula scaffold Download PDFInfo
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- CN204754150U CN204754150U CN201520061352.8U CN201520061352U CN204754150U CN 204754150 U CN204754150 U CN 204754150U CN 201520061352 U CN201520061352 U CN 201520061352U CN 204754150 U CN204754150 U CN 204754150U
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- 238000012216 screening Methods 0.000 claims description 9
- 230000001681 protective effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 2
- 238000007664 blowing Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
Abstract
The utility model relates to a dish -type node formula scaffold that the construction was used, including multilayer construction operating surface, the basic component that each layer construction operating surface includes the little horizontal pole of many causes respectively to be constituteed with the dish -type fixing device that installs at little horizontal pole both ends, the leger of connecting each basic component, vertical stand of installing on each dish -type fixing device and the ledger board of fixed mounting on leger and little horizontal pole, each stand of next layer structure is connected with the dish -type fixing device of upper story structure, dish -type fixing device is respectively installed to superstructure's stand upper end, dish -type fixing device with one side is connected by the leger, the dish -type fixing device at both ends is connected by little horizontal pole. This dish -type node formula scaffold simple structure, the load is reliable, and the stand load does not have off -centre, and the stiffness is big, and the convenience is drawn materials, is processed to the simple installation, can the prefabricating production of mill, the industrialization is strong.
Description
Technical field
The utility model relates to a kind of building operations equipment, relates to a kind of dish-type node type scaffold specifically.
Background technology
Scaffold is building operations, a kind of construction equipment conventional in decorative engineering and maintenance works, and being mainly used to provides walkway and a small amount of stacking yard blowing and security protection to use.Common traditional scaffold uses steel tube fastener to carry out scene and sets up, and setting up of this scaffold is not only wasted time and energy, and Mechanization Level is low, also high to the skill set requirements setting up workman.At present, high-building construction crane is mainly divided into two kinds: a kind of have the equipment such as guide rail main frame, horizontal truss, attachment device, lifting appliance and common steel tube fastener, scaffold floor, close order safety net etc. to combine the conventional take-off and landing frame set up; The another kind of component be welded by shaped steel, by all steel integrated form crane of bolt, pinned connection.No matter be conventional take-off and landing frame or the equal Shortcomings of all steel integrated form crane: (1) traditional crane need carry out scene and set up, and setting up of this scaffold is not only wasted time and energy, and Mechanization Level is low, higher to the skill set requirements setting up workman.And support body assembling depends primarily on technical ability and the practical operation situation of workman, the globality of support body, safety are difficult to be controlled and ensure; (2) there is component and take up room greatly in all steel integrated form crane, and transport difficulty is large, and component kind is many, not manageability.Support body is larger by the impact of the construction equipments such as tower crane attached arm, elevator, discharging platform.Along with urban construction scale high speed development, national Urbanization Construction paces are accelerated, and high-rise and super highrise building emerges in multitude, the rise of industrialized building, at the scaffold that high-rise and super highrise building use, there is larger security risk.
Utility model content
The purpose of this utility model is the defect, the raising construction safety coefficient that overcome prior art, provides a kind of dish-type node type scaffold.
Dish-type node type scaffold described in the utility model, comprise multilayer constructing operation face, each layer constructing operation face comprises many pile foundations component, leger, column and scaffold floor respectively, wherein: basic component is made up of little cross bar and the dish-type fastening devices being arranged on little cross bar two ends, leger connects each basic component, column is vertically arranged in each dish-type fastening devices, and scaffold floor is fixedly mounted on leger and little cross bar.Each column of next Rotating fields is connected with the dish-type fastening devices of last layer structure, and the column upper end of the superiors' structure is respectively provided with dish-type fastening devices, and the dish-type fastening devices of the same side is connected by leger, and the dish-type fastening devices at both ends is connected by little cross bar.
Described column, the two ends of little cross bar and leger respectively have screw thread.
Dish-type node type scaffold described in the utility model, also be provided with inclined support bar, this inclined support bar is between the lowermost layer step pitch of scaffold, inside and outside both sides are all arranged, up only outside is provided with inclined support bar again, described inclined support bar is arranged between upper and lower layer, and the two ends of its bar are connected with each dish-type fastening devices of the upper and lower end of two adjacent upright respectively.
Described dish-type fastening devices is pan, dish-type fastening devices screwed hole is provided with in six faces of its pan, settle column, little cross bar and leger, the both ends of the surface of its pan are provided with dish-type fastening devices and coordinate through hole, install inclined support bar, these inclined support bar two ends have cooperation through hole, adopt bolt pair to be fixedly connected with between dish-type fastening devices.
Outside scaffold, be also provided with protective screening, this protective screening is wave net, and facade is arranged, is embedded in upper and lower layer scaffold floor frame, its layout and scaffold floor one_to_one corresponding.
Inside scaffold, the triangle part that each vertical column compartment of terrain is provided with guide rail and is connected with inside and outside column, equipped attachment support on guide rail, more equipped jacking system, composition attached lift scaffold.
Dish-type node type scaffold tool described in the utility model has the following advantages and good effect:
Simple structure, reliably stressed, without acceptance of persons, integral rigidity is large, simple installation for column load, draws materials, easy to process, and can prefabrication produce, industrialization is strong.
As optimization, described dish-type fastening devices is provided with spiral shell button, mating holes in its 6 face, is connected and fixed adapts with the column of job site support body diverse location, little cross bar, leger and inclined support bar.
As optimization, described leger and inclined support bar are set to modulated dimension, meet the connection of on-the-spot different structure position support body.
Further optimization, it is an overall trussed construction that dish-type fastening devices and column, little cross bar, leger, inclined support bar are connected and fixed.After guide rail, interior outer column triangle part and dish-type fastening devices are connected, equipped attachment support on guide rail, more equipped jacking system can form attached lift scaffold.
Accompanying drawing explanation
Fig. 1 is the utility model dish-type node type scaffold schematic diagram;
Fig. 2 is the utility model dish-type node type scaffold composition attached lift scaffold schematic diagram;
Fig. 3 is the stereogram of the fastening devices of dish-type shown in Fig. 1;
Fig. 4 is dish-type fastening devices and the linked member connection diagram of scaffold shown in Fig. 1.
Parts represented by number in the figure or position are: 1-column; 2-little cross bar; 3-leger; 4-scissors bar; 5-dish-type fastening devices; 6-scaffold floor; 7-protective screening; 8-guide rail; 9-interior outer column triangle part; 11-dish-type fastening devices screwed hole; 21-dish-type fastening devices coordinates through hole; 31-upper and lower layer scaffold floor frame.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
For sake of convenience, be referred to as " inner side " in a state of use by scaffold near the side of building wall, the side away from building wall is referred to as in " outside ".
See Fig. 1, dish-type node type scaffold described in the utility model is sandwich construction, namely be a Rotating fields with a constructing operation face, each layer constructing operation face comprises the many basic components be made up of with the dish-type fastening devices 5 being arranged on little cross bar 2 two ends little cross bar 2 respectively, connect the leger 3 of each basic component, the scaffold floor 6 being vertically arranged on the column 1 in each dish-type fastening devices 5 and being fixedly mounted on leger 3 and little cross bar 2, each column 1 of next Rotating fields is connected with the dish-type fastening devices 5 of last layer structure, column 1 upper end of the superiors' structure is respectively provided with dish-type fastening devices 5, the dish-type fastening devices 5 of the same side is connected by leger 3, the dish-type fastening devices 5 at both ends is connected by little cross bar 2.The scaffold of such sandwich construction connects into an entirety by dish-type fastening devices 5.
The number of plies in constructing operation face depends on the height of the building that needs are built.The quantity of basic component depends on length or the width of the building that needs are built.
Described column 1, the two ends of little cross bar 2 and leger 3 have screw thread.
In order to strengthen intensity and the safety factor of scaffold, scaffold is also provided with inclined support bar 4, and this inclined support bar 4 is between the lowermost layer step pitch of scaffold, and inside and outside both sides are all arranged, more up an arranged outside has inclined support bar 4.Described inclined support bar is arranged between upper and lower Rotating fields, and the two ends of its bar are connected with each dish-type fastening devices 5 of the upper and lower end of two adjacent upright 1 respectively.
See Fig. 3 and Fig. 4, described dish-type fastening devices 5 is pan, dish-type fastening devices screwed hole 11 is provided with in six faces of pan, to install column 1, little cross bar 2 and leger 3, the both ends of the surface of its pan are provided with dish-type fastening devices and coordinate through hole 21, to install inclined support bar 4, these inclined support bar 4 two ends have cooperation through hole, adopt bolt pair to be fixedly connected with between dish-type fastening devices.
For ensureing construction safety, outside scaffold, be also provided with protective screening 7, this protective screening 7 is wave net, and facade is arranged, is embedded in the frame 31 of upper and lower layer scaffold floor 6, its layout and scaffold floor one_to_one corresponding.
See Fig. 2, inside scaffold, the triangle part 9 that on vertical column 1, compartment of terrain is provided with guide rail 8 and is connected with inside and outside column.Equipped attachment support on guide rail 8, more equipped jacking system, can form attached lift scaffold.
Claims (10)
1. dish-type node type scaffold, comprise multilayer constructing operation face, it is characterized in that each layer constructing operation face comprises many pile foundations component, leger (3), column (1) and scaffold floor (6) respectively, wherein: basic component is made up of little cross bar (2) and the dish-type fastening devices (5) that is arranged on little cross bar (2) two ends, leger (3) connects each basic component, column (1), vertically be arranged on each dish-type fastening devices (5), scaffold floor (6) is fixedly mounted on leger (3) and little cross bar (2); Each column (1) of next Rotating fields is connected with the dish-type fastening devices (5) of last layer structure, column (1) upper end of the superiors' structure is respectively provided with dish-type fastening devices (5), the dish-type fastening devices (5) of the same side is connected by leger (3), and the dish-type fastening devices (5) at both ends is connected by little cross bar (2).
2. dish-type node type scaffold according to claim 1, is characterized in that described column (1), and the two ends of little cross bar (2) and leger (3) respectively have screw thread.
3. dish-type node type scaffold according to claim 1 and 2, it is characterized in that also being provided with inclined support bar (4), this inclined support bar (4) is between the lowermost layer step pitch of scaffold, inside and outside both sides are all arranged, up an arranged outside has inclined support bar (4) again, described inclined support bar (4) is arranged between upper and lower Rotating fields, and the two ends of its bar are connected with each dish-type fastening devices (5) of the upper and lower end of two adjacent upright (1) respectively.
4. dish-type node type scaffold according to claim 1 and 2, it is characterized in that described dish-type fastening devices (5) is pan, dish-type fastening devices screwed hole (11) is provided with in six faces of its pan, column (1) is installed, little cross bar (2) and leger (3), the both ends of the surface of its pan are provided with dish-type fastening devices and coordinate through hole (21), inclined support bar (4) is installed, described inclined support bar (4) two ends have cooperation through hole, adopt bolt pair to be fixedly connected with between dish-type fastening devices.
5. dish-type node type scaffold according to claim 3, it is characterized in that described dish-type fastening devices (5) is pan, dish-type fastening devices screwed hole (11) is provided with in six faces of its pan, column (1) is installed, little cross bar (2) and leger (3), the both ends of the surface of its pan are provided with dish-type fastening devices and coordinate through hole (21), inclined support bar (4) is installed, this inclined support bar (4) two ends have cooperation through hole, adopt bolt pair to be fixedly connected with between dish-type fastening devices.
6. dish-type node type scaffold according to claim 3, it is characterized in that outside scaffold, be also provided with protective screening (7), this protective screening (7) is wave net, and facade is arranged, be embedded in the frame (31) of upper and lower layer scaffold floor (6), its layout and scaffold floor one_to_one corresponding.
7. dish-type node type scaffold according to claim 5, it is characterized in that outside scaffold, be also provided with protective screening (7), this protective screening (7) is wave net, and facade is arranged, be embedded in the frame (31) of upper and lower layer scaffold floor (6), its layout and scaffold floor one_to_one corresponding.
8. dish-type node type scaffold according to claim 1 and 2, it is characterized in that inside scaffold, the triangle part (9) that each vertical column (1) compartment of terrain is provided with guide rail (8) and is connected with inside and outside column, the upper equipped attachment support of guide rail (8), equipped jacking system, can form attached lift scaffold again.
9. dish-type node type scaffold according to claim 6, it is characterized in that inside scaffold, the triangle part (9) that each vertical column (1) compartment of terrain is provided with guide rail (8) and is connected with inside and outside column, the upper equipped attachment support of guide rail (8), equipped jacking system, can form attached lift scaffold again.
10. dish-type node type scaffold according to claim 7, it is characterized in that inside scaffold, the triangle part (9) that each vertical column (1) compartment of terrain is provided with guide rail (8) and is connected with inside and outside column, the upper equipped attachment support of guide rail (8), equipped jacking system, can form attached lift scaffold again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520061352.8U CN204754150U (en) | 2015-01-29 | 2015-01-29 | Dish -type node formula scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520061352.8U CN204754150U (en) | 2015-01-29 | 2015-01-29 | Dish -type node formula scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204754150U true CN204754150U (en) | 2015-11-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520061352.8U Active CN204754150U (en) | 2015-01-29 | 2015-01-29 | Dish -type node formula scaffold |
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| CN (1) | CN204754150U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
| CN107654060A (en) * | 2017-09-30 | 2018-02-02 | 安徽卓良新材料有限公司 | A kind of full module attached lifting scaffold installation method |
-
2015
- 2015-01-29 CN CN201520061352.8U patent/CN204754150U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
| CN104675093B (en) * | 2015-01-29 | 2018-02-06 | 北京韬盛科技发展有限公司 | Dish-type node type scaffold |
| CN107654060A (en) * | 2017-09-30 | 2018-02-02 | 安徽卓良新材料有限公司 | A kind of full module attached lifting scaffold installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 101113 8 Guang Li street, Tongzhou District Industrial Development Zone, Beijing Patentee after: Sunrise safety technology (Beijing) Co.,Ltd. Address before: 101103 8 Guang Li street, Tongzhou District Industrial Development Zone, Beijing Patentee before: BEIJING TOSUN TECHNOLOGY DEVELOPMENT Co.,Ltd. |
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| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20231012 Granted publication date: 20151111 |