CN207003990U - The dismantling device of scaffold - Google Patents
The dismantling device of scaffold Download PDFInfo
- Publication number
- CN207003990U CN207003990U CN201720790563.4U CN201720790563U CN207003990U CN 207003990 U CN207003990 U CN 207003990U CN 201720790563 U CN201720790563 U CN 201720790563U CN 207003990 U CN207003990 U CN 207003990U
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- China
- Prior art keywords
- section
- scaffold
- mobile jib
- tool heads
- shores
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Abstract
It the utility model is related to technical field of civil engineering, a kind of dismantling device of scaffold is disclosed, the vertical rod of the scaffold is provided with terminal pad, and the terminal pad is provided with jack, including mobile jib, the both ends of the mobile jib are connected to the first tool heads and the second tool heads；First tool heads include bending section and shore section for shoring the first of the terminal pad, and the section of shoring is connected with the mobile jib by the bending section；Second tool heads include linear construction section and shoring section for shoring the second of the terminal pad, and described second, which shores section, is mutually angle with the construction section and connects, and described second shores section is connected with the mobile jib by the construction section.The utility model is shored by mobile jib and to the terminal pad of scaffold, is easy to workmen fast construction and dismounting disc type, pulley-clip scaffold on the ground, easy to operate, practical.
Description
Technical field
Technical field of civil engineering is the utility model is related to, more particularly to a kind of dismantling device of scaffold.
Background technology
Scaffold, refer to job site for operation and solve vertically and horizontally to transport the various supports set up.It is main
Operation up and down that will be for the ease of workmen and high-altitude installation component, or enclosed to carry out perimeter security net to construction site
Shield etc..Scaffold making material generally has：Bamboo and wood, steel pipe or synthetic material etc..Some engineerings are also with scaffold when template makes
With.
Disc type scaffold, also it is socket joint type disk buckle type scaffold：Vertical rod is connected using sleeve pipe socket joint, horizon bar and brace
Using rod end buckle joint Snap joint disk, connected with wedge-shaped bolt, form the steel pipe support of construction geometry invariable system.Socket joint type
Disk button steel pipe support is made up of component and fittings such as vertical rod, horizon bar, brace, adjustable base and adjustable brackets.Can according to its purposes
It is divided into falsework and the class of scaffold two.Pulley-clip scaffold is also straight cutting disk pin falsework：Vertical rod uses sleeve pipe socket joint
Connection, horizon bar weld wedge-shaped straight inserting head insertion vertical rod terminal pad using rod end, and horizon bar and vertical bridging use fastener type
Steel pipe is fixed with vertical rod or horizon bar, the falsework of formation.Disc type scaffold and pulley-clip scaffold have multi-functional, knot
Structure is few, and product bearing capacity is big, securely and reliably, it is economical and practical the features such as, be very widely used today scaffold product, its build and
Dismounting is still realized using artificial carrying, lifting rod member and is built and dismantled.
Utility model content
The purpose of this utility model, which is to provide, is easy to workmen's onsite application, is easy to build and dismantles disc type scaffold
With the instrument of pulley-clip scaffold.
To achieve these goals, the utility model provides a kind of dismantling device of scaffold, the vertical rod of the scaffold
Terminal pad is provided with, the terminal pad is provided with jack, including mobile jib, and the both ends of the mobile jib are connected to the first tool heads
With the second tool heads；First tool heads include bending section and shore section, the top for shoring the first of the terminal pad
Support section is connected with the mobile jib by the bending section；Second tool heads include linear construction section and for shoring
State the second of terminal pad and shore section, described second, which shores section, is mutually angle with the construction section and connects, described second shore section and
The mobile jib is connected by the construction section.
Preferably, the bending section is in circular arc, and central angle corresponding to the bending section is 5 degree to 30 degree, institute
The length for stating bending section is 50 to 200mm.
Preferably, described first shore the external diameter of section from the bending section to described first shore the end of section by
Tapered small, described first, which shores section, is inserted into the jack and is connected in the jack.
Preferably, the construction section and the angle of second junction for shoring section are 30 degree to 90 degree, institute
It is 60 to 200mm to state the second length for shoring section.
Preferably, described second shore the external diameter of section from the construction section to described second shore the end of section by
Decrescence small, described second, which shores section, is inserted into the jack and is connected in the jack.
Preferably, the both ends of the mobile jib have mounting hole, and the bending section and the construction section are fixed respectively
It is plugged in the mounting hole at the mobile jib both ends.
Preferably, the length of the mobile jib is 1000 to 3500mm.
Preferably, the mobile jib is made of steel pipe.
Preferably, the mobile jib and first tool heads, the second tool heads are by being welded to connect.
A kind of dismantling device for scaffold that the utility model embodiment provides, including mobile jib and it is installed on mobile jib both ends
First tool heads, the second tool heads, coordinated by the first tool heads and the second tool heads, the convenient terminal pad in vertical rod is carried out
Shore.Construction section and second in second tool heads shore the salient angle of section junction, are easy to workmen using this instrument as mould
The crowbar of plate installation uses.The utility model clever structure, it is easy to site operation personnel to build and dismantle the pin with terminal pad
Hand cradle, there is stronger adaptability and security.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the dismantling device of scaffold in the utility model embodiment；
Fig. 2 is the first tool heads of instrument in the utility model embodiment and the structural representation of the second tool heads；
Fig. 3 is structural representation when instrument shores the terminal pad of scaffold in the utility model embodiment；
In figure, 100, vertical rod；101st, terminal pad；102nd, jack；10th, the first tool heads；11st, bending section；12nd, first shores
Section；20th, the second tool heads；21st, construction section；22nd, second shores section；30th, mobile jib；31st, mounting hole.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to the scope of the utility model.
As shown in Figure 1 to Figure 3, the dismantling device of a kind of scaffold of the utility model preferred embodiment, it includes being easy to
The mobile jib of workmen's operation and mobile jib both ends are used for the tool heads for shoring scaffold terminal pad, and convenient construction personnel are to even
The scaffold for connecing disk is built and installed.
Based on above-mentioned technical proposal, a kind of dismantling device of scaffold, in the present embodiment, pin hand are provided in the present embodiment
Frame is made up of component and fittings such as vertical rod, cross bar, brace, adjustable base and adjustable brackets, and connection is provided with the vertical rod 100 of scaffold
Disk 101, terminal pad 101 is provided with jack 102, when building this scaffold, by the way that the rod end buckle joint on cross bar, brace is inserted
Loaded in terminal pad 101 so that terminal pad 101 is able to connect cross bar, brace and vertical rod, by the mistake for repeating this snapping
Journey, realize the installation for building, removing whole scaffold frame.In existing scaffold manufacturing field, two vertical rods 100 can also
It is connected with each other by sleeve pipe, terminal pad 101 is provided with sleeve pipe, and then snapping cross bar, brace are realized to pin in terminal pad 101
The installation of hand cradle.
Specifically, the utility model includes mobile jib 30, and the both ends of mobile jib 30 are connected to the first tool heads 10 and second
Tool heads 20, the first tool heads 10, the second tool heads 20 can shore to terminal pad 101 respectively, with different uses
Under the conditions of realize installation to vertical rod 100.
Specifically, the first tool heads 10 include bending section 11 and shore section 12 for shoring the first of terminal pad 101, and first
Shore section 12 and mobile jib 30 is connected by bending section 11, when in use, mobile jib 30 and first is formed by bending section 11 and shores section
Angle between 12, when workmen has certain distance construction in the lower section of terminal pad 101 apart from terminal pad 101, it is ensured that apply
Worker person is in the position being perfectly safe, and by holding mobile jib 30, manipulates first on mobile jib 30 and shores section 12 and be directed at terminal pad 101
On jack 102, shore section 12 by manipulation first and jacked up terminal pad 101 by jack 102.
Specifically, the setting of bending section 11 so that first shores section 12 forms an angle with the linear where mobile jib 30,
It is easy to workmen away from terminal pad 101 location directly below operation shoring and install to vertical rod 100.First shores section 12
By the angle of inclination between mobile jib 30 and vertical rod 100, coordinate the bending section 11 with circular arc, realize first and shore 12 pairs of section
The effect of shoring of terminal pad 101.
Specifically, the second tool heads 20 shore section including linear construction section 21 and second for shoring terminal pad
22, second, which shores section 22, is mutually angle with construction section 21 and connects, and second shores section 22 and mobile jib 30 is connected by construction section 21.
Specifically, the use of the second tool heads 20 and the first tool heads 10 for vertical rod 100 build and dismantlement work
Occupation mode it is similar.Difference between them is, the construction section 21 of the second tool heads 20 and second to shore section 22 be to pass through
Knuckle connection, construction section 21 and the second angle shored between section 22 can be formed directly by welding or bending process, with
The circular arc of bending section 11 compares in first tool heads 10, can conduct at the salient angle of construction section 21 and the second connection for shoring section 22
Fulcrum, construction section 21 and second are shored section 22 and can used as two bars of lever.This is allowed in practice of construction, user
During the connection of installation, template and scaffold to template, utility model can use as crowbar.
Preferably, bending section 11 is in circular arc, and central angle corresponding to bending section 11 is 5 degree to 30 degree, the length of bending section 11
Spend for 50 to 200mm.The bending section 11 of circular arc first to shore to seamlessly transit between section 12 and mobile jib 30, be easy to mobile jib 30
When being in obliquity relative to vertical rod 100, first, which shores section 12, is able to be plugged in jack 102, realizes that first shores section 12
Terminal pad 101 is shored.
Preferably, the first external diameter for shoring section 12 is shored the end of section 12 from bending section 11 to the first and is gradually reduced, and first
Section 12 is shored to be inserted into jack 102 and be connected in jack 102.First shores the diminishing structure of external diameter of section 12,
First shores section 12 when stretching into jack 102, and the lateral wall that jack 102 can shore section 12 to first is spacing so that first shores section
12 are able to be installed in into jack 102, improve the steadiness of the first positioning for shoring 12 pairs of terminal pads 101 of section, are easy to even
Connect disk 101 and realize the effect of shoring on above-below direction.
Preferably, as shown in figure 1, construction section 21 and the angle of the second junction for shoring section 22 are 30 degree to 90 degree, the
Two length for shoring section 22 are 60 to 200mm.Compared with the first tool heads 10, the angle of bend increase of the second tool heads 20,
So that the second tool heads 20 can adapt to the occasion for needing the angle of inclination of mobile jib 30 bigger compared to the first tool heads 10.
Specifically, the salient angle that construction section 21 and the second angled joints for shoring section 22 are formed, can be used as construction section 21
And second shore section 22 composition lever construction between fulcrum, be easy to workmen needing to use this instrument as crowbar
Occasion under use.
Preferably, the second external diameter for shoring section 22 is shored the end of section 22 from construction section 21 to the second and is gradually reduced, and second
Section 22 is shored to be inserted into jack 102 and be connected in jack 102.Similarly, second shores section 22 and first and shores section 12
Structure is similar, is easy to second to shore 22 pairs of section and realizes support, lifting with terminal pad.
Preferably, the both ends of mobile jib 30 have mounting hole 31, and the mounting hole 31 is to reserve to set mounting head on mobile jib 30, curved
Fixation is plugged in the mounting hole 31 at the both ends of mobile jib 30 respectively for tune 11 and construction section 21.
Preferably, the length of mobile jib 30 is 1000 to 3500mm.Mobile jib 30 is arranged to different length, be easy to user according to
Place demand selects the mobile jib 30 of different length.
Preferably, mobile jib 30 is made of steel pipe.In order to facilitate manufacture, master directly can be made from the steel pipe of suitable diameter
Bar 30, the first tool heads 10, the second tool heads 20 are then connected on the both ends of mobile jib 30 again.
Preferably, the tool heads 10 of mobile jib 30 and first, the second tool heads 20 are by being welded to connect.
To sum up, the utility model embodiment provides a kind of dismantling device of scaffold, including mobile jib 30 and is installed on mobile jib
First tool heads 10, second tool heads 20 at 30 both ends, are coordinated by the first tool heads 10 and the second tool heads 20, convenient opposition
Terminal pad 101 on bar 100 is shored.Construction section 21 and second in second tool heads 20 shore the convex of the junction of section 22
Angle, it is easy to workmen to be used this instrument as crowbar.The utility model simple and ingenious structure, it is easy to site operation personnel to make
With with stronger adaptability and manipulation security.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model technical principle is not departed from, some improvement and replacement can also be made, these change
Enter and replace and also should be regarded as the scope of protection of the utility model.
Claims (9)
1. a kind of dismantling device of scaffold, the vertical rod of the scaffold is provided with terminal pad, and the terminal pad is provided with jack,
It is characterised in that it includes mobile jib, the both ends of the mobile jib are connected to the first tool heads and the second tool heads；First work
Tool head includes bending section and shores section for shoring the first of the terminal pad, it is described shore section and the mobile jib pass through it is described curved
Tune connects；Second tool heads shore section including linear construction section and second for shoring the terminal pad, institute
State second and shore section and be mutually angle with the construction section and connect, described second shores section and the mobile jib is connected by the construction section
Connect.
2. the dismantling device of scaffold as claimed in claim 1, it is characterised in that the bending section is in circular arc, described curved
Central angle corresponding to tune is 5 degree to 30 degree, and the length of the bending section is 50 to 200mm.
3. the dismantling device of scaffold as claimed in claim 1, it is characterised in that described first shores the external diameter of section from described
Bending section is gradually reduced to first end for shoring section, and described first, which shores section, is inserted into the jack and is connected in institute
State in jack.
4. the dismantling device of scaffold as claimed in claim 3, it is characterised in that the construction section and described second shores section
The angle of junction be 30 degree to 90 degree, the described second length for shoring section is 60 to 200mm.
5. the dismantling device of scaffold as claimed in claim 4, it is characterised in that described second shores the external diameter of section from described
Construction section is gradually reduced to second end for shoring section, and described second, which shores section, is inserted into the jack and is connected in institute
State in jack.
6. the dismantling device of scaffold as claimed in claim 1, it is characterised in that the both ends of the mobile jib have mounting hole,
Fixation is plugged in the mounting hole at the mobile jib both ends respectively for the bending section and the construction section.
7. the dismantling device of scaffold as claimed in claim 1, it is characterised in that the length of the mobile jib be 1000 to
3500mm。
8. the dismantling device of scaffold as claimed in claim 7, it is characterised in that the mobile jib is made of steel pipe.
9. the dismantling device of scaffold as claimed in claim 8, it is characterised in that the mobile jib and first tool heads,
Second tool heads are by being welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720790563.4U CN207003990U (en) | 2017-06-29 | 2017-06-29 | The dismantling device of scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720790563.4U CN207003990U (en) | 2017-06-29 | 2017-06-29 | The dismantling device of scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003990U true CN207003990U (en) | 2018-02-13 |
Family
ID=61449520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720790563.4U Expired - Fee Related CN207003990U (en) | 2017-06-29 | 2017-06-29 | The dismantling device of scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003990U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113882669A (en) * | 2021-11-30 | 2022-01-04 | 东北林业大学 | Disc type scaffold dismounting device |
-
2017
- 2017-06-29 CN CN201720790563.4U patent/CN207003990U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113882669A (en) * | 2021-11-30 | 2022-01-04 | 东北林业大学 | Disc type scaffold dismounting device |
| CN113882669B (en) * | 2021-11-30 | 2023-01-17 | 东北林业大学 | Disc type scaffold dismounting device |
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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: 20180213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |