CN206888488U - Anti-dumping inclined scaffold - Google Patents
Anti-dumping inclined scaffold Download PDFInfo
- Publication number
- CN206888488U CN206888488U CN201720563978.8U CN201720563978U CN206888488U CN 206888488 U CN206888488 U CN 206888488U CN 201720563978 U CN201720563978 U CN 201720563978U CN 206888488 U CN206888488 U CN 206888488U
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- CN
- China
- Prior art keywords
- support
- scaffold
- tapered jaw
- tapered
- length
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Abstract
This patent belongs to technical field of building construction, specifically disclose a kind of anti-dumping inclined scaffold, including the scaffold montant for including scaffold cross bar He being arranged on scaffold cross bar both ends, scaffold montant includes the scaffold support rod and support column being sequentially connected, montant electronic controlled height adjustment is provided between scaffold support rod and support column, scaffold cross bar is hinged on scaffold support rod；Support column lower end is circumferentially connected with several support tapered jaws, and support tapered jaw includes the tapered jaw support bar and tapered jaw support end being sequentially connected, and support tapered jaw length adjustment module is provided between tapered jaw support bar and tapered jaw support end, and tapered jaw support bar is be hinged on the support columns.The utility model can be used in inclination, uneven, soft surface operation or other complicated ground situations, and applied widely, resistance to overturning is good, reduces the inclined danger of scaffold.
Description
Technical field
It the utility model is related in technical field of building construction, and in particular to a kind of anti-dumping inclined scaffold.
Background technology
Scaffold refers to job site as operation and solves vertically and horizontally to transport the various supports set up, and generally uses
In exterior wall, inside fitting or the higher place that can not directly construct of floor height.
Existing scaffold be typically with the rod member such as steel pipe or timber laterally and it is perpendicular upwardly through fastener colligation formed compared with
Stable overall structure, so as to reach the requirement of construction, usually sets up on flatter ground.
But when running into ground inclination or broken terrain, existing scaffold meeting run-off the straight is even fallen
Collapse.
The content of the invention
For drawbacks described above, the purpose of this utility model is to provide a kind of anti-dumping that can be applied to various complicated grounds
Inclined scaffold.
To reach above-mentioned purpose, the utility model uses following scheme：
A kind of anti-dumping inclined scaffold, including include scaffold cross bar and erected with the scaffold for being arranged on scaffold cross bar both ends
Bar, the scaffold montant include the scaffold support rod and support column being sequentially connected, the scaffold support rod and the branch
Montant electronic controlled height adjustment is provided between dagger, the scaffold cross bar is hinged on the scaffold support rod；The support
Post lower end is circumferentially hinged with several support tapered jaws, and the support tapered jaw includes the tapered jaw support bar being sequentially connected and tapered jaw support
End, support tapered jaw length adjustment module, the tapered jaw support bar are provided between the tapered jaw support bar and the tapered jaw support end
It is hinged on the support column.
The operation principle of this programme is：
Scaffold montant is vertical to be used for support scaffolding cross bar on the ground, and scaffold cross bar is hinged on scaffold montant just
By adjusting the height of scaffold montant scaffold cross bar can be made to be generally in horizontal plane, so that scaffold cross bar is formed
Working face, the height of regulation scaffold montant are realized by montant electronic controlled height adjustment.But such structure is also
A support member is needed to keep integrally-built stability：Several adjustable lengths are circumferentially hinged in support column lower end
Tapered jaw is supported, is in close contact support tapered jaw free end by supporting tapered jaw length adjustment module to adjust the length of support tapered jaw
Ground, thus scaffold montant can be made to be steadily placed on ground, so as to which whole scaffold keeps resistance to overturning.
Following effect can be reached using scheme of the present utility model：
When setting up scaffold on uneven ground, montant adjustment module is adjusted according to the inclined degree on ground and causes pin hand
Frame cross bar is in substantially horizontal, meets construction requirement, and scaffold is adjusted further according to the different height on ground around base
The length for the support tapered jaw that montant periphery is set makes the support tapered jaw scaffold is protected on various ground tightly against ground
The resistance to overturning of itself is held, reduces the possibility of run-off the straight, flatter ground can only be ridden upon with existing scaffold
Face is compared, and substantially increases the scope of application of scaffold.
Further, the montant electronic controlled height adjustment includes height adjusting holes, height fixing hole and height fixture, described
Several height adjusting holes are provided with scaffold support rod, the height fixing hole, the height are provided with the support column
Degree adjustment hole is connected with the height fixing hole by the height fixture.The height of diverse location is connected by height fixture
Adjustment hole and height fixing hole are spent to adjust the height of scaffold montant, can be generally horizontal scaffold cross bar.
Further, the height adjusting holes are six rows, often arrange the height adjusting holes two.It can also be erected according to scaffold
The height of bar sets specific height adjusting holes quantity.
Further, the montant electronic controlled height adjustment includes threaded rod, is provided with the support column and the threaded rod
The screwed hole being engaged, the threaded rod are rotatablely connected with the scaffold support rod.Pin hand is adjusted by turning threaded rod
The height of frame montant, is generally horizontal scaffold cross bar.
Further, the support tapered jaw length adjustment module includes length-adjustment holes, length fixing hole and length fixture,
Several described length-adjustment holes are provided with the tapered jaw support bar, length fixing hole is provided with the tapered jaw support end, it is described
Length-adjustment holes are connected with the length fixing hole by the length fixture.Diverse location is connected by length fixture
Length-adjustment holes and length fixing hole adjust the length of support tapered jaw, the support tapered jaw is in close contact with ground.
Further, the support tapered jaw length adjustment module includes the screw thread being arranged on the tapered jaw support bar, in institute
State the screwed hole for being provided with tapered jaw support end and coordinating with the screw thread.The length of support tapered jaw is adjusted by turning tapered jaw support end
Degree, support tapered jaw is set to be in close contact with ground.
Further, also it is hinged with the free end of the support tapered jaw and inserts ground tip.When scaffold building ground is sandstone
Or during other similar softer ground, by slotting ground tip insertion underground, scaffold montant just will not because of ground because by
Power inequality is recessed and tilted, and then serious construction accident occurs., can be by slotting ground point when scaffold building ground is more hard
End is folded up, and this, which inserts ground tip, just will not stab ground.
Further, the number of the support tapered jaw is at least three.Three support tapered jaws could form stable triangle
Structure, scaffold montant is supported more firm.
Further, the outer and described support tapered jaw length adjustment module of the montant electronic controlled height adjustment is externally provided with removably
Protective case.Cement or building dregs drop in screw thread or hole the follow-up use for influenceing scaffold when avoiding operation.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model anti-dumping inclined scaffold embodiment one；
Fig. 2 is the structural representation that tapered jaw is supported in the utility model anti-dumping inclined scaffold embodiment one；
Fig. 3 is another structural representation that tapered jaw is supported in the utility model anti-dumping inclined scaffold embodiment one.
Fig. 4 is the structural representation of the utility model anti-dumping inclined scaffold embodiment two；
Fig. 5 is the structural representation that tapered jaw is supported in the utility model anti-dumping inclined scaffold embodiment three；
Fig. 6 is another structural representation that tapered jaw is supported in the utility model anti-dumping inclined scaffold embodiment three.
Embodiment
Below by embodiment, the present invention is further detailed explanation：
Reference in Figure of description includes：Scaffold cross bar 1, scaffold montant 2, scaffold support rod 3, support
Post 4, height adjusting holes 5, height fixing hole 51, base 6, support tapered jaw 7, connector 8, insert ground tip 75, length fixing hole 76,
Threaded rod 31, tapered jaw support bar 71, tapered jaw support end 72, length-adjustment holes 73 and screw thread 74.
Embodiment one
As shown in figure 1, the scaffold of the present embodiment includes scaffold cross bar 1 and is arranged on the pin at the both ends of scaffold cross bar 1
Hand cradle montant 2, scaffold montant 2 are connected by scaffold support rod 3 and support column 4, and scaffold cross bar 1 is hinged on scaffold support
On bar 3, scaffold cross bar 1 can rotate along pin joint 20 in perpendicular.Scaffold support rod 3 is provided with 3 height and adjusted
Hole 5,3 height fixing holes 51 are correspondingly arranged on support column 4, height adjusting holes 5 and height fixing hole are passed through by fixture
It is fixed.The bottom of support column 4 is provided with base 6, and the outside of support column 4 is provided with several support tapered jaws 7 along surrounding.
Support the structure of tapered jaw 7 and the annexation of support tapered jaw 7 and support column 4 as shown in Fig. 2 support tapered jaw 7 by
The tapered jaw support bar 71 and tapered jaw support end 72 being sequentially connected are formed, and tapered jaw support bar 71 is rotatably connected on branch by connector 8
On dagger 4, tapered jaw support bar 71 is provided with 9 length-adjustment holes, and 6 length fixing holes are correspondingly arranged on tapered jaw support end 72
76, it is fixed by fixture through tapered jaw adjustment hole 73 and length fixing hole 76.
When setting up scaffold, two bases 4 are put on the ground, first fix one of scaffold montant 2：By this pin hand
All support tapered jaws 7 on frame montant 2 are produced, and the length-adjustment holes 73 and length fixing hole of diverse location are connected by fixture
76 make the free end of support tapered jaw 7 contact ground to adjust the length of support tapered jaw 7, can thus make this stabilization of scaffold montant 2
Ground is placed on ground.Another scaffold montant 2 is fixed again：This is adjusted by being fixed on the height adjusting holes 5 of diverse location
The height of scaffold montant 2, it is generally horizontal scaffold cross bar 1, according still further to the support of previous scaffold montant 2
The regulative mode of the length of tapered jaw 7 makes all support tapered jaws 7 contact ground, and this scaffold montant 2 can thus be steadily placed at
On ground.Whole scaffold is just stably set up on the ground.
Fig. 3 is another deformation for the structure for supporting tapered jaw 7, and the difference of its structure with supporting tapered jaw 7 in Fig. 2 is：
Tapered jaw support bar 71 is provided with screw thread 74, and tapered jaw support end 72 is provided with the screwed hole being engaged with tapered jaw support bar 71.Regulation
The length of support tapered jaw 7 is realized by turning tapered jaw support end 72.
Embodiment two
The present embodiment is to improve to form on the basis of embodiment one, and the difference with embodiment one is：Scaffold montant 2
It is to be made up of the scaffold support rod 2, threaded rod 31 and support column 4 being sequentially connected, the bottom of scaffold support rod 2 is provided with circle
Interior sliding groove, the upper end of threaded rod 31 can rotate in above-mentioned sliding groove, and support column 4 is provided with the screw thread being engaged with threaded rod 31
Hole, remaining structure is identical with embodiment one, as shown in Figure 4.
When setting up scaffold, two bases 4 are put on the ground, first fix one of scaffold montant 2：By this pin hand
All support tapered jaws 7 on frame montant 2 produce, and the length of regulation support tapered jaw 7 makes the free end of support tapered jaw 7 contact ground, this
Sample is with regard to that can make this scaffold montant 2 be steadily placed on ground.Another scaffold montant 2 is fixed again：This scaffold is rotated to erect
The threaded rod 31 of bar 2, is generally horizontal scaffold cross bar 1, according still further to the support tapered jaw of previous scaffold montant 2
7 regulative mode makes all support tapered jaws 7 contact ground, and this scaffold montant 2 can thus be steadily placed on ground.It is whole
Individual scaffold is just stably set up on the ground.
Embodiment three
The present embodiment is the further improvement to embodiment one and embodiment two, is specially：In the support tapered jaw 7 also company of rotation
It is connected to one and inserts ground tip, as shown in Figure 5 and Figure 6.Usually used time, by slotting tip 12 are not folded up.
When scaffold building ground is rough cement flooring, cement flooring is harder, fixes base 6
Afterwards, support tapered jaw 7 is pulled out, now inserts ground tip and be in folded state, the regulation support length of tapered jaw 7 makes each support tapered jaw
7 support ground, thus can be such that scaffold montant 2 is stablely supported on rough cement flooring.When scaffold building ground
For rough sandstone or soft ground when, such ground is softer, scaffold building on the ground when, ground very may be used
It can produce depression and tilt scaffold, and then serious accident occurs.Set one to insert ground tip 12 in rod end, setting up
During scaffold, first support tapered jaw 7 is pulled out, then produces by slotting ground tip 12, force is soft by all slotting insertions of ground tip 12
Soil face, untill motionless and base 6 is inserted with ground close contact and the general vertical of scaffold montant 2 in slotting ground tip 12.
Above-described is only embodiments of the invention, and the general knowledge such as known concrete structure and characteristic is not made herein in scheme
Excessive description., without departing from the structure of the invention, can be with it should be pointed out that for those skilled in the art
Several modifications and improvements are made, these should also be considered as protection scope of the present invention, and these are implemented all without the influence present invention
Effect and practical applicability.The scope of protection required by this application should be based on the content of the claims, in specification
The records such as embodiment can be used for the content for explaining claim.
Claims (10)
1. a kind of anti-dumping inclined scaffold, including scaffold cross bar and the scaffold montant for being arranged on scaffold cross bar both ends, its
It is characterised by：The scaffold montant includes the scaffold support rod and support column that are sequentially connected, the scaffold support rod and
Montant electronic controlled height adjustment is provided between the support column, the scaffold cross bar is hinged on the scaffold support rod；Institute
State support column lower end and be circumferentially hinged with several support tapered jaws, the support tapered jaw includes the tapered jaw support bar that is sequentially connected and tiltedly
Pawl support end, support tapered jaw length adjustment module, the tapered jaw are provided between the tapered jaw support bar and the tapered jaw support end
Support bar is hinged on the support column.
2. anti-dumping inclined scaffold according to claim 1, it is characterised in that：The montant electronic controlled height adjustment includes height
Adjustment hole, height fixing hole and height fixture are spent, several height adjusting holes, institute are provided with the scaffold support rod
State and the height fixing hole is provided with support column, the height adjusting holes and the height fixing hole pass through the height fixture
Connection.
3. anti-dumping inclined scaffold according to claim 2, it is characterised in that：The height adjusting holes are six rows, are often arranged
The height adjusting holes are two.
4. anti-dumping inclined scaffold according to claim 1, it is characterised in that：The montant electronic controlled height adjustment includes spiral shell
Rasp bar, the screwed hole being engaged with the threaded rod, the threaded rod and the scaffold support are provided with the support column
Bar is rotatablely connected.
5. anti-dumping inclined scaffold according to claim 1, it is characterised in that：The support tapered jaw length adjustment module bag
Length-adjustment holes, length fixing hole and length fixture are included, several described length-adjustment holes are provided with the tapered jaw support bar,
Length fixing hole is provided with the tapered jaw support end, the length-adjustment holes and the length fixing hole are fixed by the length
Part connects.
6. anti-dumping inclined scaffold according to claim 1, it is characterised in that：The support tapered jaw length adjustment module bag
The screw thread being arranged on the tapered jaw support bar is included, the screwed hole coordinated with the screw thread is provided with the tapered jaw support end.
7. the anti-dumping inclined scaffold according to claim any one of 1-6, it is characterised in that：It is described support tapered jaw from
Ground tip is inserted by holding also to be hinged with.
8. anti-dumping inclined scaffold according to claim 1, it is characterised in that：The number of the support tapered jaw is at least three
It is individual.
9. according to the anti-dumping inclined scaffold described in any one of claim 2 or 4, it is characterised in that：The montant is highly adjusted
Module is externally provided with detachable protective set.
10. according to the anti-dumping inclined scaffold described in any one of claim 5 or 6, it is characterised in that：The support tapered jaw length
Adjustment module is externally provided with detachable protective set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720563978.8U CN206888488U (en) | 2017-05-19 | 2017-05-19 | Anti-dumping inclined scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720563978.8U CN206888488U (en) | 2017-05-19 | 2017-05-19 | Anti-dumping inclined scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206888488U true CN206888488U (en) | 2018-01-16 |
Family
ID=61319586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720563978.8U Expired - Fee Related CN206888488U (en) | 2017-05-19 | 2017-05-19 | Anti-dumping inclined scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206888488U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282335A (en) * | 2020-11-06 | 2021-01-29 | 南京铁道职业技术学院 | Landscape curing means for garden design with safeguard function |
-
2017
- 2017-05-19 CN CN201720563978.8U patent/CN206888488U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112282335A (en) * | 2020-11-06 | 2021-01-29 | 南京铁道职业技术学院 | Landscape curing means for garden design with safeguard function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180116 Termination date: 20180519 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |