CN202047576U - Novel scaffold - Google Patents
Novel scaffold Download PDFInfo
- Publication number
- CN202047576U CN202047576U CN 201120073407 CN201120073407U CN202047576U CN 202047576 U CN202047576 U CN 202047576U CN 201120073407 CN201120073407 CN 201120073407 CN 201120073407 U CN201120073407 U CN 201120073407U CN 202047576 U CN202047576 U CN 202047576U
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- Prior art keywords
- scaffold
- construction
- connecting links
- base
- montant
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Abstract
The utility model brings forward a novel scaffold which comprises horizontal rods, vertical rods and pedestals. The horizontal rods comprise rod bodies and connecting links. The connecting links are used for connecting the rod bodies of the horizontal rods and the vertical rods. The vertical rods are connected with the pedestals. The adoption of the connecting links enables the structure to be simplified. During the mounting for the on-site construction, the novel scaffold of the utility model enables the construction efficiency to be greatly improved and the construction progress to be accelerated, and also exhibits safe and reliable properties. Moreover, the connecting links are composed of two parts with the same shape, so that the connecting links can be mutually replaced for using, thereby improving the utilization rate and saving the cost.
Description
Technical field
The utility model relates to a kind of architectural furniture, particularly relates to a kind of simple to operate, safe and reliable new type scaffold.
Background technology
Nowadays in building operations, be unable to do without the use of scaffold, particularly the scaffold form that adopts in the exterior wall operation is varied.As the raise scaffold that adopts steel pipe and link thereof to set up, this raise scaffold adopts and rigidly fixes connection, need the constructor with one by one independently steel pipe build at the construction field (site), building and removing all needs instrument, difficulty height, efficient are low, influence construction speed.And for example make stressed support system with the lumps of wood, make support system or scaffold with aluminium wire colligation mao bamboon or round log for another example, there are many shortcomings in these support systems or scaffold, the raw material amount is bigger, effect is low for expending of having, the installation labour intensity that has is big, effort is time-consuming, the complex structure that has, cost height, damage easily, the stressed effect that has is not good, operating procedure is wayward, brings certain hidden danger to construction safety.
In addition, what the scaffold that building operations is used used all is steel pipe, and the outer end of steel pipe all exposes, and lacks a kind of measure of protection, thereby it is injured to cause the constructor to be scratched by steel pipe easily, makes troubles to construction, brings injury to the constructor.
In addition, steel pipe scaffold adopts fixed base more, and its advantage is that the pressure that scaffold is born passes to foundation or braced structures preferably, the steadiness height, but there is very big shortcoming simultaneously in it, and after setting up at whole scaffold system, the scaffold base can't be adjusted.When the generation depression of scaffold foundation or braced structures need change, just whole scaffold need be removed and set up again, strengthened the workload of construction, prolonged the cycle of construction, also improved the cost of construction simultaneously.
The utility model content
The purpose of this utility model is, overcomes the defective that existing scaffold exists, and a kind of novel scaffold is provided, and makes it simple in structure, safe and reliable, and assembly and disassembly is convenient, and the needs of being convenient to construct improve the efficient of construction.
The purpose of this utility model is again, overcomes the defective that existing scaffold exists, and a kind of novel scaffold is provided, and makes its constructor that avoids scratching, and reduces unnecessary loss in the work progress, for the constructor provides protection.
The purpose of this utility model also is, overcome the defective that existing scaffold exists, and provide a kind of novel scaffold, make it pressure that scaffold bore well not only can be passed to foundation or braced structures, but also can be when foundation or braced structures change, certain base regulating power is provided, and guarantees the safety and firmness of scaffold system.
For achieving the above object, the utility model proposes a kind of new type scaffold, be made of cross bar, montant and base, described cross bar is made of shaft and junction button, and described junction button is used to connect the shaft and the montant of cross bar, and described montant is connected with base.
On the basis of such scheme, for achieving the above object, can also comprise the sheath of a cylinder barrel shape, constitute by elastomeric material, can be socketed in the end of montant.
On the basis of such scheme, for achieving the above object, described base can be made of pole and base plate, and pole places the middle part of base plate.Described pole is designed to screw rod, which is provided with the sleeve pipe that inwall with matching is a female thread structure, sleeve pipe is provided with the adjusting handle.
After adopting technique scheme, the technique effect that the utility model can be obtained is:
1, adopts the design of junction button, simplify the structure; When installing at the construction field (site), improve efficiency of construction significantly, accelerating construction progress, simultaneously can guarantee the safe and reliable of scaffold, and, because junction button is made up of two identical parts of shape, can the phase trans-substitution during concrete the use, improved utilization rate, saved cost.
2, adopted the design of sheath, the protection constructor avoids the injury from steel pipe, and this design simultaneously also can be reused sheath, and a need finishes afterwards to take down from the end of each steel pipe in construction and gets final product, and helps the saving of construction cost.
3, adopted the design of screw rod, can be according to the different demands of construction stage, scaffold is carried out to a certain degree adjusting, and scaffold integral body is not affected greatly, avoid the repetition dismounting of scaffold, reduce workload, help accelerating construction progress, save construction cost.
Description of drawings
Fig. 1 is a structure chart of the present utility model;
Fig. 2 is the structure chart of the base of the utility model employing;
Fig. 3 is the structure chart of junction button.
1, cross bar; 2, montant; 3, base; 4, shaft; 5, junction button; 6, sheath; 7, pole; 8, base plate; 9, sleeve pipe; 10, regulate handle.
The specific embodiment
As shown in Figure 1, be structure chart of the present utility model.In the figure, cross bar 1 is made of shaft 4 and junction button 5, and described junction button 5 is used to connect the shaft 4 and the montant 2 of cross bar 1, and described montant 2 is connected with base 3.On the top of montant 2, be socketed with the sheath 6 of a cylinder barrel shape, constitute by elastomeric material.Simplify the structure of traditional scaffold on the one hand, and guaranteed the steadiness of self.When installing at the construction field (site), improve efficiency of construction significantly, accelerating construction progress, simultaneously can guarantee the safe and reliable of scaffold, and, because junction button is made up of two identical parts of shape, can the phase trans-substitution during concrete the use, improved utilization rate, saved cost.In addition, the design of flexible sheath, the protection constructor avoids the injury from steel pipe, and this design simultaneously also can be reused sheath, and a need finishes afterwards to take down from the end of each steel pipe in construction and gets final product, and also helps the saving of construction cost.
As shown in Figure 2, be the design of the base in the utility model, described base 3 is made of pole 7 and base plate 8, and pole 7 places the middle part of base plate 8.Described pole 7 is a screw rod, and which is provided with inwall with matching is the sleeve pipe 9 of female thread structure, and sleeve pipe is provided with regulates handle 10.Thereby the utility model not only can pass to foundation or braced structures by pole and base plate with the pressure that scaffold bore, can also be when foundation or braced structures change, by the adjusting of regulating handle sleeve pipe is moved up and down on pole, guarantee that scaffold is fixed on the foundation all the time, guarantee the safety and firmness of scaffold system.Can be according to the different demands of construction stage, scaffold is carried out to a certain degree adjusting, and scaffold integral body is not affected greatly, avoid the repetition dismounting of scaffold, reduce workload, help accelerating construction progress, save construction cost.
As shown in Figure 3, be the schematic diagram of junction button of the present utility model, adopt two same parts to constitute, be convenient to install.
Claims (4)
1. new type scaffold, constitute by cross bar (1), montant (2) and base (3), it is characterized in that, described cross bar (1) is made of shaft (4) and junction button (5), described junction button (5) is used to connect the shaft (4) and the montant (2) of cross bar (1), and described montant (2) is connected with base (3).
2. new type scaffold as claimed in claim 1 is characterized in that, also comprises the sheath (6) of a cylinder barrel shape, is made of elastomeric material, can be socketed in the end of montant (2).
3. new type scaffold as claimed in claim 1 is characterized in that, described base (3) is made of pole (7) and base plate (8), and pole (7) places the middle part of base plate (8).
4. new type scaffold as claimed in claim 3 is characterized in that, described pole (7) is a screw rod, which is provided with the sleeve pipe that inwall with matching is a female thread structure (9), and sleeve pipe is provided with regulates handle (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201120073407 CN202047576U (en) | 2011-03-21 | 2011-03-21 | Novel scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201120073407 CN202047576U (en) | 2011-03-21 | 2011-03-21 | Novel scaffold |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202047576U true CN202047576U (en) | 2011-11-23 |
Family
ID=44987889
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201120073407 Expired - Fee Related CN202047576U (en) | 2011-03-21 | 2011-03-21 | Novel scaffold |
Country Status (1)
Country | Link |
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CN (1) | CN202047576U (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102720372A (en) * | 2012-06-04 | 2012-10-10 | 中联世纪建设集团有限公司 | Novel top bracing type edge protecting rack |
CN102777021A (en) * | 2012-07-30 | 2012-11-14 | 林淑琴 | Height-adjustable scaffold |
CN103343611A (en) * | 2013-07-30 | 2013-10-09 | 南通亨特管业有限公司 | Movable scaffold with regulating devices |
CN103496434A (en) * | 2013-09-23 | 2014-01-08 | 浙江海洋学院 | Scaffold base used for ship |
CN103590593A (en) * | 2013-11-18 | 2014-02-19 | 何国忠 | Assembly type building supporting frame |
CN104389415A (en) * | 2014-11-26 | 2015-03-04 | 樊守立 | Scaffold |
CN105016241A (en) * | 2015-07-09 | 2015-11-04 | 叶欣 | Steady portable combined type lifting equipment and use method thereof |
CN106013766A (en) * | 2016-06-22 | 2016-10-12 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
CN106223204A (en) * | 2016-08-29 | 2016-12-14 | 沈阳市政集团有限公司 | A kind of prestressing force draws high narrow region aids construction stretching chassis and construction method |
CN107447970A (en) * | 2016-05-30 | 2017-12-08 | 长葛市唯美装饰行 | Suitable for the scaffold of construction and decoration construction |
CN109818284A (en) * | 2019-03-15 | 2019-05-28 | 国网河南省电力公司检修公司 | 1000kV extra-high voltage transformer low-voltage lead dismounts platform |
-
2011
- 2011-03-21 CN CN 201120073407 patent/CN202047576U/en not_active Expired - Fee Related
Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102720372B (en) * | 2012-06-04 | 2015-09-23 | 中联世纪建设集团有限公司 | Novel formula of shoring faces frontier defense retaining frame |
CN102720372A (en) * | 2012-06-04 | 2012-10-10 | 中联世纪建设集团有限公司 | Novel top bracing type edge protecting rack |
CN102777021A (en) * | 2012-07-30 | 2012-11-14 | 林淑琴 | Height-adjustable scaffold |
CN103343611A (en) * | 2013-07-30 | 2013-10-09 | 南通亨特管业有限公司 | Movable scaffold with regulating devices |
CN103496434A (en) * | 2013-09-23 | 2014-01-08 | 浙江海洋学院 | Scaffold base used for ship |
CN103496434B (en) * | 2013-09-23 | 2016-07-06 | 浙江海洋学院 | A kind of scaffold base peculiar to vessel |
CN103590593B (en) * | 2013-11-18 | 2016-06-29 | 何国忠 | A kind of assembled architecture bracing frame |
CN103590593A (en) * | 2013-11-18 | 2014-02-19 | 何国忠 | Assembly type building supporting frame |
CN104389415A (en) * | 2014-11-26 | 2015-03-04 | 樊守立 | Scaffold |
CN104389415B (en) * | 2014-11-26 | 2016-08-24 | 樊守立 | Scaffold |
CN105016241A (en) * | 2015-07-09 | 2015-11-04 | 叶欣 | Steady portable combined type lifting equipment and use method thereof |
CN107447970A (en) * | 2016-05-30 | 2017-12-08 | 长葛市唯美装饰行 | Suitable for the scaffold of construction and decoration construction |
CN106013766A (en) * | 2016-06-22 | 2016-10-12 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
CN106013766B (en) * | 2016-06-22 | 2019-03-15 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
CN106223204A (en) * | 2016-08-29 | 2016-12-14 | 沈阳市政集团有限公司 | A kind of prestressing force draws high narrow region aids construction stretching chassis and construction method |
CN109818284A (en) * | 2019-03-15 | 2019-05-28 | 国网河南省电力公司检修公司 | 1000kV extra-high voltage transformer low-voltage lead dismounts platform |
CN109818284B (en) * | 2019-03-15 | 2020-05-08 | 国网河南省电力公司检修公司 | 1000kV extra-high voltage transformer low-voltage lead dismounting platform |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111123 Termination date: 20120321 |