CN205348738U - Inserted lift scaffold's lifting pedestal - Google Patents
Inserted lift scaffold's lifting pedestal Download PDFInfo
- Publication number
- CN205348738U CN205348738U CN201620133778.4U CN201620133778U CN205348738U CN 205348738 U CN205348738 U CN 205348738U CN 201620133778 U CN201620133778 U CN 201620133778U CN 205348738 U CN205348738 U CN 205348738U
- Authority
- CN
- China
- Prior art keywords
- channel
- section steel
- scaffold
- lifting pedestal
- contiguous block
- 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.)
- Expired - Fee Related
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 239000011148 porous material Substances 0.000 abstract 1
- 230000009194 climbing Effects 0.000 description 6
- 238000004513 sizing Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 235000017060 Arachis glabrata Nutrition 0.000 description 1
- 241001553178 Arachis glabrata Species 0.000 description 1
- 235000010777 Arachis hypogaea Nutrition 0.000 description 1
- 235000018262 Arachis monticola Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 235000020232 peanut Nutrition 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Abstract
The utility model discloses an inserted lift scaffold's lifting pedestal, include base body and set up in the first channel -section steel and the second channel -section steel of base body both sides, be provided with two the 1st U type bolt fastening holes respectively at the both ends of first channel -section steel, be provided with the 2nd U type bolt fastening hole of answering with a U type bolt fastening pore pair at the both ends of second channel -section steel respectively, U type bolt fastening is passed through respectively on the trussed girder channel -section steel of scaffold in the both ends of first channel -section steel and second channel -section steel. This inserted lift scaffold's lifting pedestal does not receive design trussed girder channel -section steel connection limit, can fix in design trussed girder channel -section steel optional position.
Description
Technical field
This utility model relates to construction implement field, particularly relates to the lifting pedestal of a kind of attachment type raise scaffold.
Background technology
The features such as attachment type raise scaffold (hereinafter referred to as climbing frame) becomes a kind of primary protection scaffold high-rise, high-rise gradually, more economical compared with common scaffold, safer, more convenient are accepted by increasing building enterprise and extensively apply in architectural engineering.Owing to the specification of climbing frame product, pattern are also let a hundred schools contend, and the climbing frame product only constantly brought forth new ideas is only sustainable development route.
The lifting pedestal of attachment type raise scaffold is the structure foundation arranged as climbing frame seat in the plane, it arranges that Different Effects the structure connection difference of whole climbing frame, now along with building structure becomes increasingly complex, its seat in the plane is arranged and is also increasingly difficult to, this old-fashioned base is to fix bolted with two side connecting plates and truss channel-section steel, but truss channel-section steel has fixing modulus, so base is difficult to arrange according to demand in its position when arranging.
Utility model content
The technical problems to be solved in the utility model, it is provided that the lifting pedestal of a kind of attachment type raise scaffold that can fix flexibly.
This utility model is achieved in that
The lifting pedestal of a kind of attachment type raise scaffold, including base body and the first channel-section steel and the second channel-section steel that are arranged at base body both sides；
Be respectively arranged with two the first U-bolt fixing holes at the two ends of the first channel-section steel, the two ends of the second channel-section steel are respectively arranged with the second U-bolt fixing hole corresponding with the first U-bolt fixing hole；
The two ends of the first channel-section steel and the second channel-section steel are fixed on the girder truss channel-section steel of scaffold respectively through U-bolt.
Further, described base body is provided with scaffold installing hole.
Further, described base body is made up of the first contiguous block being arranged between the first channel-section steel and the second channel-section steel and the second contiguous block, one end of first channel-section steel is connected by the first contiguous block and the second channel-section steel, the other end of the first channel-section steel by the connection of the second contiguous block and the second channel-section steel, the first contiguous block and be respectively arranged with scaffold installing hole on the second contiguous block.
This utility model has the advantage that the lifting pedestal of this utility model attachment type raise scaffold includes base body and is arranged at the first channel-section steel and second channel-section steel of base body both sides, the two ends of the first channel-section steel and the second channel-section steel are respectively arranged with fixing hole, and be fixed on the truss on scaffold respectively through U-bolt, therefore not connected restriction by sizing girder truss channel-section steel, this lifting pedestal can be fixed on sizing girder truss channel-section steel optional position.
Accompanying drawing explanation
Fig. 1 is the top view of the lifting pedestal of this utility model embodiment attachment type raise scaffold；
Fig. 2 is the lateral plan of the lifting pedestal of attachment type raise scaffold；
Fig. 3 is the lifting pedestal connection diagram with truss steel channel beam and scaffold of attachment type raise scaffold.
Label declaration:
11, the first contiguous block；12, the second contiguous block；2, the first channel-section steel；3, the second channel-section steel；
4, girder truss channel-section steel；5, U-bolt；6, scaffold；21, the first U-bolt fixing hole；31, the second U-bolt fixing hole.
Detailed description of the invention
By describing technology contents of the present utility model, structural feature in detail, being realized purpose and effect, below in conjunction with embodiment and coordinate accompanying drawing to be explained in detail.
Referring to Fig. 1 to Fig. 3, this utility model embodiment, the lifting pedestal of a kind of attachment type raise scaffold, including base body and the first channel-section steel 2 and the second channel-section steel 3 being arranged at base body both sides.
Be respectively arranged with two the first U-bolt fixing holes 21 at the two ends of the first channel-section steel 2, the two ends of the second channel-section steel 3 are respectively arranged with the second U-bolt fixing hole 31 corresponding with the first U-bolt fixing hole 21；
The two ends of the first channel-section steel 2 and the second channel-section steel 3 are fixed on the girder truss channel-section steel 4 of scaffold respectively through U-bolt 5.Being provided with scaffold installing hole on base body, scaffold 6 is then fixed on base body.
In the present embodiment, described base body is made up of the first contiguous block 11 being arranged between the first channel-section steel 2 and the second channel-section steel 3 and the second contiguous block 12, one end of first channel-section steel 2 is connected with the second channel-section steel 3 by the first contiguous block 11, the other end of the first channel-section steel 2 is connected with the second channel-section steel 3 by the second contiguous block 12, being respectively arranged with scaffold installing hole on first contiguous block 11 and the second contiguous block 12, the bottom of scaffold 6 is individually fixed on the first contiguous block 11 and the second contiguous block 12.
The scheme that described base body provides except present embodiment, it is also possible to be integral type, as long as disclosure satisfy that the base of installation foot hand cradle, all can as above-mentioned base body.
In the present embodiment, the spacing between described first U-bolt fixing hole and between the second U-bolt fixing hole is 7cm, and the model of described U-bolt is M14.This lifting pedestal is connected with sizing girder truss channel-section steel by the U-bolt of M14, restriction is not connected by sizing girder truss channel-section steel, this lifting pedestal can be fixed on sizing girder truss channel-section steel optional position, except truss vertical rod link position, this position also limits with regard to the space of 10cm, somewhat adjusts and unaffected in building structure.Further, present embodiment improves the area coverage of integral forming truss channel-section steel, improves the intensity of integral level beam truss.
Meanwhile, this lifting pedestal is improved the standard the bonding ratio of beam truss-type steel, it is ensured that the intensity of climbing frame entirety support body, also improves the installation effectiveness of teams and groups.When labour cost is surging now, saves economic benefit that is artificial and that obtain and be apparent from.Driving plan during the row end, main body protection is stayed close and put in place is the basic of service unit every time.Before relatively, teams and groups assemble at the row end needs 50 artificial left and right about seat in the plane, one building 30 of horizontal beam truss, 40 artificial left and right are had only to about seat in the plane, one building 30 of now, substantially it can be seen that Mei Dong building can save 10 manually, the later stage no longer adds the expenses such as support body deformation reinforcement measure.This is also a not peanut for long-term benefit, and nowadays labour cost is surging, and manually shortage, strengthens support body intensity simultaneously, obtain the consistent favorable comment of each side, improve the corporate image of company.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent shapes utilizing this utility model description and accompanying drawing content to make or reconfiguration; or directly or indirectly it is used in other relevant technical fields, all in like manner include in scope of patent protection of the present utility model.
Claims (3)
1. the lifting pedestal of an attachment type raise scaffold, it is characterised in that include base body and be arranged at the first channel-section steel and second channel-section steel of base body both sides；
It is respectively arranged with two the first U-bolt fixing holes at the two ends of the first channel-section steel, is respectively arranged with the second U-bolt fixing hole corresponding with the first U-bolt fixing hole at the two ends of the second channel-section steel；
The two ends of the first channel-section steel and the second channel-section steel are fixed on the girder truss channel-section steel of scaffold respectively through U-bolt.
2. the lifting pedestal of attachment type raise scaffold according to claim 1, it is characterised in that be provided with scaffold installing hole on described base body.
3. the lifting pedestal of attachment type raise scaffold according to claim 1, it is characterized in that, described base body is made up of the first contiguous block being arranged between the first channel-section steel and the second channel-section steel and the second contiguous block, one end of first channel-section steel is connected by the first contiguous block and the second channel-section steel, the other end of the first channel-section steel by the connection of the second contiguous block and the second channel-section steel, the first contiguous block and be respectively arranged with scaffold installing hole on the second contiguous block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620133778.4U CN205348738U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lifting pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620133778.4U CN205348738U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lifting pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348738U true CN205348738U (en) | 2016-06-29 |
Family
ID=56179719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620133778.4U Expired - Fee Related CN205348738U (en) | 2016-02-23 | 2016-02-23 | Inserted lift scaffold's lifting pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348738U (en) |
-
2016
- 2016-02-23 CN CN201620133778.4U patent/CN205348738U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY Co.,Ltd. Address after: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: Fujian Jianzhong Construction Technology Co.,Ltd. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211022 Address after: 350015 business office 09, floor 8, Jinlan building, No. 33, Zhaoqiang Road, Mawei Town, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee after: Fujian Donghuan Construction Co.,Ltd. Address before: 350000 Jinlan building 2002, No. 33, Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province (in the pilot Free Trade Zone) Patentee before: Fujian Jianzhong Construction Technology Co.,Ltd. |
|
| 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: 20160629 |