CN202953152U - Snap-in scaffold - Google Patents
Snap-in scaffold Download PDFInfo
- Publication number
- CN202953152U CN202953152U CN 201220646113 CN201220646113U CN202953152U CN 202953152 U CN202953152 U CN 202953152U CN 201220646113 CN201220646113 CN 201220646113 CN 201220646113 U CN201220646113 U CN 201220646113U CN 202953152 U CN202953152 U CN 202953152U
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- Prior art keywords
- side wall
- bracket
- buckle type
- type scaffold
- scaffold
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- Expired - Fee Related
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Abstract
The utility model relates to a snap-in scaffold which comprises a connecting rod and a curved clamping head connected with one end of the connecting rod, wherein the curved clamping head comprises a first side wall, a second side wall and a bottom wall connected with the end of the first side wall and the end of the second side wall; a U shape is defined by the first side wall, the second side wall and the bottom wall; the first side wall is connected with the connecting rod; and the second side wall is provided with at least one screw hole which is internally provided with a fastener in a screwed manner. The snap-in scaffold can be firmly clamped on a building to be constructed, so that full establishment from the ground can be avoided, labor force is saved, the scaffold is prevented from being directly welded on the surface of the building to be constructed, and paint is protected; and furthermore, a lifting frame can be moved by lifting, so that the snap-in scaffold is convenient to use.
Description
Technical field
The utility model belongs to the mechanical component field, relates in particular to a kind of scaffold that is applied to Ship Building and Repairing industry, marine drilling platform operation, building operation and road and bridge construction field.
Background technology
At present, in the ocean engineering construction industry, aloft work is usually adopted in two ways and is carried out.A kind of is to use high altitude vehicle to coordinate, and its advantage is to be swift in response, and can arrive at fast assigned address and carry out operation, and shortcoming is to be only applicable to hull and subsection and to be not suitable for many people simultaneously in the same position operation.Another kind is to adopt the mode scaffolded erecting, its advantage is all applicable to any position on hull and segmental structure, and can support many people in the same position operation, but existing scaffold mostly adopts the bowl fastening type structure, it need to start completely to take from ground (that is: take ground as supporting plane, from ground, start to build until need the height of operation), so there is following defect: (one), scaffold building cycle are long, delay of response; (2), subregion need to be welded on scaffold on hull, larger to the destruction of paint; (3) adopt the mode of operation of completely taking, the later stage boats and ships need scaffold is changed in a large number before entering the sanding application of husky room, and the manpower consumption is larger.
Summary of the invention
The technical problems to be solved in the utility model is to overcome the deficiency that above-mentioned prior art exists, and proposes a kind of buckle type scaffold, and it is short that it not only sets up the cycle, saves manpower; And easily change conveniently moving.
For solving the problems of the technologies described above, the utility model proposes a kind of buckle type scaffold, comprise: a pipe link and the bending dop that is connected to described pipe link one end, described bending dop comprises: a first side wall, one second sidewall and be connected to described the first side wall end and described the second side wall ends between a diapire, described the first side wall, the second sidewall and described diapire are encircled into the U font, described the first side wall is connected with described pipe link, offer at least one screw on described the second sidewall, and spiral shell is provided with fastener in each screw.
Further, described buckle type scaffold also comprises: one around the reinforcement that is connected to described bending dop outside face, described reinforcement comprises three sections, its first paragraph is connected between described the first side wall and described pipe link, its second segment is vertically bent the outside face that extends and be connected to described diapire by described first paragraph, its 3rd section vertically bends by described second segment the outside face that extends and be connected to described the second sidewall.
Further, the width of described reinforcement is less than the width of described bending dop, and described reinforcement is positioned at the center of the Width of described bending dop, and the quantity of described screw is two and lays respectively at the both sides of the 3rd section of described reinforcement.
Further, described buckle type scaffold also comprises: at least one the first side wall of described bending dop and bracket between described pipe link of being connected to.
Further, the quantity of described bracket is three, be respectively the first bracket, the second bracket and the 3rd bracket, described the first bracket is connected to a side of the relatively described reinforcement of described pipe link, and described the second bracket and described the 3rd bracket lay respectively at both sides that described pipe link is relative and perpendicular to described the first bracket.
Further, described bracket is triangular in shape, and its thickness is between 10mm ~ 20mm.
Further, described pipe link is steel pipe.
Further, the thickness of pipe of described steel pipe is between 1.5mm ~ 2.5mm, and the external diameter of described steel pipe is between 45mm ~ 55mm.
Further, the first side wall of described bending dop, the second sidewall and the 3rd sidewall are steel plate.
Further, the thickness of described steel plate is between 10mm ~ 20mm.
Compared with prior art; the utlity model has following beneficial effect: buckle type scaffold of the present utility model can be installed on the sectional vertical free edge of building to be onstructed securely; directly set up suspension bracket; avoided completely taking from ground; saved manpower; also avoided directly scaffold being welded on to building surface to be onstructed (as body section); protected paint; suspension bracket can move with construction building things such as segmentations simultaneously; avoided the later stage of the constructions such as boats and ships before entering the sand room to change, easy-to-use.
The accompanying drawing explanation
The structural representation that Fig. 1 is the utility model buckle type scaffold.
The structural representation that Fig. 2 is reinforcement.
The A-A that Fig. 3 is Fig. 1 is to cutaway view.
The B-B that Fig. 4 is Fig. 1 is to cutaway view.
The use state reference map that Fig. 5 is buckle type scaffold of the present utility model.
The specific embodiment
In order to further illustrate principle of the present utility model and structure, now by reference to the accompanying drawings preferred embodiment of the present utility model is elaborated.
Consult Fig. 1, the utility model buckle type scaffold 1 comprises: a pipe link 11 and the bending dop 12 that is connected to pipe link 11 1 ends.
Bending dop 12 comprises: a first side wall 121, one second sidewall 123 and be connected to the first side wall 121 ends and the second sidewall 123 ends between a diapire 122.The first side wall 121, the second sidewall 123 and diapire 122 are encircled into the U font.The first side wall 121 is connected with an end of pipe link 11, offers at least one screw (the present embodiment is two) on the second sidewall 123, and in each screw, each spiral shell is established a fastener 14.This fastener 14 can be in bolt, screw or prior art, other are equal to the fastener of bolt, screw.For guaranteeing the intensity of bending dop 12, it can adopt metal material, and in the present embodiment, bending dop 12 is steel matter.Bending dop 12 both can be formed by a sheet material one bending, also, by injection moulding integrated molding, also can be weldment.In the present embodiment, bending dop 12 adopts three thick steel plates of 10mm ~ 20mm to form respectively the first side wall 121, the second sidewall 123 and diapire 122, then three Plate Weldings is become to the U font.
In conjunction with consulting Fig. 1 and Fig. 2, for guaranteeing the strength and stability of bending dop 12 at weld, this buckle type scaffold also comprises: one around the reinforcement 13 that is connected to bending dop 12 outside faces.Reinforcement 13 comprises three sections, its first paragraph 131 is connected between the first side wall 121 and pipe link 11, its second segment 132 is extended and is connected to the outside face of diapire 121 by the vertical bending of first paragraph 131, its 3rd section 133 outside face that is extended and be connected to the second sidewall 123 by the vertical bending of second segment 132.Consult Fig. 4, the width h of reinforcement 13 is less than the width h ' of bending dop 12, and reinforcement 13 is positioned at the center of the Width of bending dop 12, and two screws 14 on bending dop 12 second sidewalls 123 lay respectively at the both sides of the 3rd section 133 of reinforcement 13.
In conjunction with consulting Fig. 1 and Fig. 3, pipe link 11 can adopt the mode of welding to link together with bending dop 12, for guaranteeing the Joint strenght between pipe link 11 and bending dop 12, this buckle type scaffold also can comprise: at least one the first side wall 121 of bending dop 12 and bracket between pipe link 11 of being connected to.Bracket is triangular in shape, and it can be steel plate, and thickness is between 10mm ~ 20mm.In the present embodiment, bracket is three, be respectively the first bracket 151, the second bracket 152 and the 3rd bracket 153, the first bracket 151 is connected to a side of the relative reinforcement 131 of pipe link 11, the second bracket 152 and the 3rd bracket 513 lay respectively at both sides that pipe link 11 is relative and perpendicular to the first bracket 151, thereby form and strengthen structure in the surrounding of pipe link 11, guarantee firmly to be connected between pipe link 11 and bending dop 12.
Consult Fig. 5, the utility model buckle type scaffold 1 in use, first the opening of the bending dop 12 of buckle type scaffold 1 is aimed to the sectional vertical free edge 2 of building to be onstructed, press down buckle type scaffold 1, the sectional vertical free edge 2 of building to be onstructed is inserted in the opening of bending dop 12, then, tightening fastener parts 14, bending dop 12 is locked on sectional vertical free edge 2 securely, and then make pipe link 11 maintenance levels, then, the buckle type scaffold 1 of take hangs from top to bottom and sets up scaffold as basis, while setting up, can first hang vertical scaffold 3 downwards, then set up horizontal scaffold 4 between vertical scaffold, laterally between scaffold, laying pedal 5 again, so far, just complete setting up of whole scaffold.During construction, the workmen can stand in construction on pedal 5, and pedal 5 can meet many people standing at work simultaneously.
To sum up, because this buckle type scaffold can be installed on the sectional vertical free edge of building to be onstructed securely, so can directly set up based on this suspension bracket, avoided completely taking from ground, saved manpower; Also avoided directly scaffold being welded on to building surface to be onstructed, protected paint; Simultaneously, suspension bracket can be mobile by lifting, avoided the later stage of the constructions such as boats and ships before entering the sand room to change, easy to use.
These are only better possible embodiments of the present utility model, and unrestricted protection domain of the present utility model, the equivalent structure that all utilization the utility model specification sheetss and accompanying drawing content have been done changes, and all is included in protection domain of the present utility model.
Claims (10)
1. a buckle type scaffold, it is characterized in that, comprise: a pipe link and the bending dop that is connected to described pipe link one end, described bending dop comprises: a first side wall, one second sidewall and be connected to described the first side wall end and described the second side wall ends between a diapire, described the first side wall, the second sidewall and described diapire are encircled into the U font, described the first side wall is connected with described pipe link, offer at least one screw on described the second sidewall, and spiral shell is provided with fastener in each screw.
2. buckle type scaffold as claimed in claim 1, it is characterized in that, described buckle type scaffold also comprises: one around the reinforcement that is connected to described bending dop outside face, described reinforcement comprises three sections, its first paragraph is connected between described the first side wall and described pipe link, its second segment is vertically bent the outside face that extends and be connected to described diapire by described first paragraph, its 3rd section vertically bends by described second segment the outside face that extends and be connected to described the second sidewall.
3. buckle type scaffold as claimed in claim 2, it is characterized in that, the width of described reinforcement is less than the width of described bending dop, and described reinforcement is positioned at the center of the Width of described bending dop, the quantity of described screw is two and lays respectively at the both sides of the 3rd section of described reinforcement.
4. buckle type scaffold as claimed in claim 2, is characterized in that, described buckle type scaffold also comprises: at least one the first side wall of described bending dop and bracket between described pipe link of being connected to.
5. buckle type scaffold as claimed in claim 4, it is characterized in that, the quantity of described bracket is three, be respectively the first bracket, the second bracket and the 3rd bracket, described the first bracket is connected to a side of the relatively described reinforcement of described pipe link, and described the second bracket and described the 3rd bracket lay respectively at both sides that described pipe link is relative and perpendicular to described the first bracket.
6. buckle type scaffold as claimed in claim 4, is characterized in that, described bracket is triangular in shape, and its thickness is between 10mm ~ 20mm.
7. buckle type scaffold as claimed in claim 1, is characterized in that, described pipe link is steel pipe.
8. buckle type scaffold as claimed in claim 7, is characterized in that, the thickness of pipe of described steel pipe is between 1.5mm ~ 2.5mm, and the external diameter of described steel pipe is between 45mm ~ 55mm.
9. buckle type scaffold as claimed in claim 1, is characterized in that, the first side wall of described bending dop, the second sidewall and the 3rd sidewall are steel plate.
10. buckle type scaffold as claimed in claim 9, is characterized in that, the thickness of described steel plate is between 10mm ~ 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220646113 CN202953152U (en) | 2012-11-29 | 2012-11-29 | Snap-in scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220646113 CN202953152U (en) | 2012-11-29 | 2012-11-29 | Snap-in scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202953152U true CN202953152U (en) | 2013-05-29 |
Family
ID=48458737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220646113 Expired - Fee Related CN202953152U (en) | 2012-11-29 | 2012-11-29 | Snap-in scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202953152U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105711774A (en) * | 2016-01-27 | 2016-06-29 | 广新海事重工股份有限公司 | Detachable movable frame erecting device |
| CN105799883A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Variable angle clamp of scaffold |
| CN105799882A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Horizontal variable angle clamp |
| CN105799885A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Suspension type variable angle clamp |
| CN109319040A (en) * | 2018-10-10 | 2019-02-12 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method for hull turn of the bilge region |
-
2012
- 2012-11-29 CN CN 201220646113 patent/CN202953152U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105799883A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Variable angle clamp of scaffold |
| CN105799882A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Horizontal variable angle clamp |
| CN105799885A (en) * | 2014-12-30 | 2016-07-27 | 江苏现代造船技术有限公司 | Suspension type variable angle clamp |
| CN105711774A (en) * | 2016-01-27 | 2016-06-29 | 广新海事重工股份有限公司 | Detachable movable frame erecting device |
| CN109319040A (en) * | 2018-10-10 | 2019-02-12 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method for hull turn of the bilge region |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130529 Termination date: 20171129 |