CN107268974A - A kind of high resiliency plug-in scaffold base - Google Patents
A kind of high resiliency plug-in scaffold base Download PDFInfo
- Publication number
- CN107268974A CN107268974A CN201710512313.9A CN201710512313A CN107268974A CN 107268974 A CN107268974 A CN 107268974A CN 201710512313 A CN201710512313 A CN 201710512313A CN 107268974 A CN107268974 A CN 107268974A
- Authority
- CN
- China
- Prior art keywords
- base
- fixed seat
- pipe fixed
- scaffold
- plug
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/02—Scaffold feet, e.g. with arrangements for adjustment
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Lowering Means (AREA)
Abstract
The invention discloses a kind of high resiliency plug-in scaffold base, including：It is provided with to be movably set with elastic sliding seat, the elastic sliding seat in retraction pipe fixed seat, the retraction pipe fixed seat on base, the base and is provided with sleeve pipe；The retraction pipe fixed seat bottom is provided with damping trough, and the elastic sliding seat lower surface is provided with the elastic shock attenuation post for coordinating the damping trough to use；Limited block is additionally provided with the retraction pipe fixed seat madial wall.The present invention has simple in construction, easy for installation, safe and reliable, it is to avoid significant shock or inclination occur for scaffold during use, and the intensity and elasticity of base are further enhanced, and meet actual operation requirements.
Description
Technical field
The present invention relates to a kind of high resiliency plug-in scaffold base, belong to building scaffold facility technology field.
Background technology
Scaffold（Scaffold) refer to job site for operative and solve vertically and horizontally to transport set up various
Support, the generic term of architecture field refers to and exterior wall, inside fitting or the higher ground that can not directly construct of floor height is used on construction site
Side.It is exactly plainly to build a framework mainly for operation above and below workmen or perimeter security net are gone along with sb. to guard him and high-altitude installation component etc.,
Scaffold making material generally has：Bamboo and wood, steel pipe or synthetic material etc..Some engineerings are also with scaffold when template is used, in addition
Also used extensively in departments such as advertising, municipal administration, traffic road and bridge, mines.Scaffold species is numerous in current domestic construction industry
Many, most scaffold base is directly placed using column bottom or placed on backing plate, in use construction site ground
Usually uneven, the fixation not easy to install of scaffold bottom causes that scaffold vibration amplitude is larger, is easily deformed or damages,
Project progress is influenceed, or even causes injury to personnel.For this reason, it may be necessary to design a kind of new technical scheme, can comprehensively it overcome
Above-mentioned the deficiencies in the prior art.
The content of the invention
The present invention is exactly in view of the deficienciess of the prior art, provide a kind of high resiliency plug-in scaffold base, and it has
Have simple in construction, easy for installation, safe and reliable, it is to avoid significant shock or inclination, and base occur for scaffold during use
Intensity and elasticity be further enhanced, meet actual operation requirements.
To solve the above problems, the technical solution used in the present invention is as follows：
A kind of high resiliency plug-in scaffold base, including：Retraction pipe fixed seat, the contracting are provided with base, the base
It is movably set with inlet pipe fixed seat on elastic sliding seat, the elastic sliding seat and is provided with sleeve pipe；
The retraction pipe fixed seat bottom is provided with damping trough, and the elastic sliding seat lower surface, which is provided with the cooperation damping trough, to be made
Elastic shock attenuation post；
Limited block is additionally provided with the retraction pipe fixed seat madial wall.
As the improvement of above-mentioned technical proposal, mouth, the elasticity are provided through on the side wall of the retraction pipe fixed seat
It is provided with fixed interface, the base to be provided with slide rail, and the fixed interface on shock structure and is provided through described pass through
The decoupling rod of mouth is worn, the decoupling rod end head is provided with the pulley for coordinating the slide rail to use.
As the improvement of above-mentioned technical proposal, the base lower surface is provided with some recesses, described sleeve pipe and is provided with
Hole and observation panel is fixedly mounted.
Compared with prior art, implementation result of the invention is as follows by the present invention：
High resiliency plug-in scaffold base of the present invention, it has simple in construction, easy for installation, safe and reliable, it is to avoid
Significant shock or inclination occur for scaffold during use, and the intensity and elasticity of base are further enhanced, and meet
Actual operation requirements.
Brief description of the drawings
Fig. 1 is high resiliency plug-in scaffold understructure schematic diagram of the present invention.
Embodiment
Illustrate present disclosure below in conjunction with specific embodiments.
As shown in figure 1, being high resiliency plug-in scaffold understructure schematic diagram of the present invention.
High resiliency plug-in scaffold base of the present invention, including：Retraction is provided with base 10, the base 10
Elastic sliding seat 30 is movably equipped with pipe fixed seat 20, the retraction pipe fixed seat 20, the elastic sliding seat 30 is provided with sleeve pipe 40；
The bottom of retraction pipe fixed seat 20 is provided with damping trough 21, and the lower surface of elastic sliding seat 30 is used provided with cooperation damping trough 21
Elastic shock attenuation post 31；Limited block 22 is additionally provided with the madial wall of retraction pipe fixed seat 20；The side of the retraction pipe fixed seat 20
Wall is provided with impenetrating mouth 23, and the elastic shock attenuation post 31 is provided with fixed interface 311, and the base 10 is provided with slide rail 11, and
The decoupling rod 50 of impenetrating mouth 23 is provided through on fixed interface 311, the end head of decoupling rod 50 is used provided with cooperation slide rail 11
Pulley 51.The present invention has simple in construction, easy for installation, safe and reliable, it is to avoid scaffold occurs larger during use
Vibrations are tilted, and the intensity and elasticity of base are further enhanced, and meet actual operation requirements.
Specifically, the lower surface of base 10 is provided with some recesses 12, and described sleeve pipe 40 is provided with fixed installation hole 41
With observation panel 42.
Note：Recess 12 of the present invention is mainly used in the balanced action of base 10.
Above content is made for the present invention in conjunction with specific embodiments describes in detail, it is impossible to assert that the present invention is specific real
Apply and be only limitted to these explanations.For those skilled in the art, before present inventive concept is not departed from
Put, some simple deduction or replace can also be made, the scope of protection of the invention should be all considered as belonging to.
Claims (3)
1. a kind of high resiliency plug-in scaffold base, including：Base（10）, it is characterised in that：The base（10）It is upper to set
There is retraction pipe fixed seat（20）, the retraction pipe fixed seat（20）Inside it is movably set with elastic sliding seat（30）, the elastic sliding seat
（30）On be provided with sleeve pipe（40）；
The retraction pipe fixed seat（20）Bottom is provided with damping trough（21）, the elastic sliding seat（30）Lower surface is provided with cooperation
The damping trough（21）The elastic shock attenuation post used（31）；
The retraction pipe fixed seat（20）Limited block is additionally provided with madial wall（22）.
2. a kind of high resiliency plug-in scaffold base according to claim 1, it is characterised in that：The retraction pipe fixed seat
（20）Side wall on be provided through mouth（23）, the elastic shock attenuation post（31）On be provided with fixed interface（311）, the base
（10）On be provided with slide rail（11）, and the fixed interface（311）On be provided through the impenetrating mouth（23）Decoupling rod
（50）, the decoupling rod（50）End head is provided with the cooperation slide rail（11）The pulley used（51）.
3. a kind of high resiliency plug-in scaffold base according to claim 1, it is characterised in that：The base（10）Lower end
Face is provided with some recesses（12）, described sleeve pipe（40）On be provided with fixed installation hole（41）And observation panel（42）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710512313.9A CN107268974A (en) | 2017-06-29 | 2017-06-29 | A kind of high resiliency plug-in scaffold base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710512313.9A CN107268974A (en) | 2017-06-29 | 2017-06-29 | A kind of high resiliency plug-in scaffold base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107268974A true CN107268974A (en) | 2017-10-20 |
Family
ID=60070232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710512313.9A Pending CN107268974A (en) | 2017-06-29 | 2017-06-29 | A kind of high resiliency plug-in scaffold base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268974A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805264A (en) * | 2019-11-16 | 2020-02-18 | 江苏优美特工程技术有限公司 | High elasticity joint formula scaffold frame base |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50138827U (en) * | 1974-04-30 | 1975-11-15 | ||
| EP0389256A1 (en) * | 1989-03-21 | 1990-09-26 | Aluma Systems (U.K.) Limited | Jacks for building supports |
| CN202627472U (en) * | 2012-05-10 | 2012-12-26 | 中建七局第一建筑有限公司 | Adjustable base of steel pipe scaffold |
| CN104314300A (en) * | 2014-10-30 | 2015-01-28 | 芜湖合建路桥机械有限公司 | Double-guide double-buffering scaffold base |
| CN104358395A (en) * | 2014-10-29 | 2015-02-18 | 无锡市安捷脚手架有限公司 | Clamping connection type scaffold base |
| CN204357097U (en) * | 2014-11-26 | 2015-05-27 | 陈丹燕 | A kind of building scaffold improving working security reinforces base |
| CN106088570A (en) * | 2016-06-08 | 2016-11-09 | 重庆大学 | A kind of variable-angle aseismatic bearing and using method |
-
2017
- 2017-06-29 CN CN201710512313.9A patent/CN107268974A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50138827U (en) * | 1974-04-30 | 1975-11-15 | ||
| EP0389256A1 (en) * | 1989-03-21 | 1990-09-26 | Aluma Systems (U.K.) Limited | Jacks for building supports |
| CN202627472U (en) * | 2012-05-10 | 2012-12-26 | 中建七局第一建筑有限公司 | Adjustable base of steel pipe scaffold |
| CN104358395A (en) * | 2014-10-29 | 2015-02-18 | 无锡市安捷脚手架有限公司 | Clamping connection type scaffold base |
| CN104314300A (en) * | 2014-10-30 | 2015-01-28 | 芜湖合建路桥机械有限公司 | Double-guide double-buffering scaffold base |
| CN204357097U (en) * | 2014-11-26 | 2015-05-27 | 陈丹燕 | A kind of building scaffold improving working security reinforces base |
| CN106088570A (en) * | 2016-06-08 | 2016-11-09 | 重庆大学 | A kind of variable-angle aseismatic bearing and using method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805264A (en) * | 2019-11-16 | 2020-02-18 | 江苏优美特工程技术有限公司 | High elasticity joint formula scaffold frame base |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171020 |