CN108952558A - One kind is for operation plate on steel ladder and preparation method thereof - Google Patents
One kind is for operation plate on steel ladder and preparation method thereof Download PDFInfo
- Publication number
- CN108952558A CN108952558A CN201810586059.1A CN201810586059A CN108952558A CN 108952558 A CN108952558 A CN 108952558A CN 201810586059 A CN201810586059 A CN 201810586059A CN 108952558 A CN108952558 A CN 108952558A
- Authority
- CN
- China
- Prior art keywords
- main ribs
- steel ladder
- main
- operation plate
- dowel
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
- E06C—LADDERS
- E06C7/00—Component parts, supporting parts, or accessories
- E06C7/16—Platforms on, or for use on, ladders, e.g. liftable or lowerable platforms
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Ladders (AREA)
Abstract
The present invention provides one kind for operation plate and its construction method on steel ladder, it include: two main reinforcements disposed in parallel, a bending part is respectively arranged at the both ends of each main ribs, the bending part is in the same side of main ribs, and sandwiched is at a notch between main ribs, the notch is for being arranged in the cross bar of steel ladder;More dowels, each dowel are set between two main ribs, and are fixedly connected respectively with two main ribs;Operation platform is tabular, is vertically arranged with main ribs, and is fixedly connected with two main ribs.It provided by the present invention for operation plate on steel ladder and preparation method thereof, adopts and operation plate is arranged on steel ladder, form personnel's standing platform, construction speed can be improved and reduce construction labour, improve engineering construction benefit.
Description
Technical field
The present invention relates to technical field of building construction, especially a kind of to be used for operation plate and preparation method thereof on steel ladder,
It is conveniently used for high altitude operation personnel's welding procedure.
Background technique
In construction, overhead welding construction it is especially common, in general, construction personnel station on the job platform set up or
Operation on person's steel ladder.High altitude operation height is relatively high, and it is costly to set up job platform, and stands directly on operation on steel ladder and imitate
Rate is not high.
Summary of the invention
The technical problem to be solved in the present invention is to provide one kind for operation plate on steel ladder and preparation method thereof, using compared with
Low cost simultaneously improves operating efficiency.
The present invention provides one kind for operation plate on steel ladder, comprising:
Two main reinforcements disposed in parallel are respectively arranged with a bending part, the bending part at the both ends of each main ribs
In the same side of main ribs, and between main ribs, sandwiched is at a notch, and the notch is for being arranged in the cross of steel ladder
On bar;
More dowels, each dowel are set between two main ribs, and solid with two main ribs respectively
Fixed connection;
Operation platform is tabular, is vertically arranged with main ribs, and is fixedly connected with two main ribs.
Further, main ribs and the bending part are integral structure, and are tabular.
Further, the dowel is vertically arranged with main ribs.
Further, the dowel is tabular.
Further, the operation platform is 16mm thick steel plate.
A kind of production method of the operation plate on steel ladder, includes the following steps:
A: two main reinforcements are arranged in parallel, wherein the both ends of each main ribs are respectively arranged with a bending part, the bending
Portion is located at the same side of main ribs, and sandwiched is at a notch between main ribs, and the notch is for being arranged in steel ladder
Cross bar on;
B: more dowels are fixedly connected with two main ribs respectively, each dowel is set to two masters
Between muscle;
C: operation platform is fixedly connected with two main ribs, and the operation platform is tabular, vertical with main ribs to set
It sets.
Further, main ribs and the bending part are integral structure, and are tabular.
Further, the dowel is vertically arranged with main ribs.
Further, the dowel is tabular.
Further, the operation platform is 16mm thick steel plate.
Provided by the present invention for operation plate on steel ladder and preparation method thereof, adopts and operation plate is arranged on steel ladder,
Formation personnel's standing platform can be improved construction speed and reduce construction labour, improves engineering construction benefit.
Advantage specific manifestation is as follows:
Production, easy for construction, strong operability.
Easily operated, raising construction efficiency.
It can be recycled, save construction cost.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the present invention for operation plate on steel ladder;
Fig. 2 is structural schematic diagram of the present invention for operation plate use state on steel ladder.
In figure, 1. main reinforcements, 2. bending parts, 3. notches, 4. dowels, 5. operation platforms, 6. steel ladders, 601. cross bars.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with
It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
One kind is for operation plate on steel ladder, as illustrated in fig. 1 and 2, comprising:
Two main reinforcements 1 disposed in parallel are respectively arranged with a bending part 2, the bending part at the both ends of each main ribs 1
2 are located at the same side of main ribs 1, and sandwiched is climbed at a notch 3, the notch 3 for being arranged in steel between main ribs 1
On the cross bar 601 of ladder 6;
More dowels 4, each dowel 4 are set between two main ribs 1, and respectively with two main ribs
1 is fixedly connected;
Operation platform 5 is tabular, is vertically arranged with main ribs 1, and is fixedly connected with two main ribs 1.
In use, the notch 3 of 1 upper and lower ends of main reinforcement is arranged on cross bar 601, so that operation plate extension is invested steel ladder
On 6, construction personnel stands on operation platform 5 and constructs.
In one optional embodiment of the present embodiment, main ribs 1 and the bending part 2 are integral structure, and are
Tabular.
In one optional embodiment of the present embodiment, the dowel 3 is vertically arranged with main ribs 1.
In one optional embodiment of the present embodiment, the dowel 3 is tabular.
In one optional embodiment of the present embodiment, the operation platform 5 is 16mm thick steel plate.
A kind of production method of the operation plate on steel ladder, includes the following steps:
A: two main reinforcements 1 are arranged in parallel, wherein the both ends of each main ribs 1 are respectively arranged with a bending part 2, described
Bending part 2 is located at the same side of main ribs 1, and sandwiched is set at a notch 3, the notch 3 for blocking between main ribs 1
In on the cross bar 601 of steel ladder 6;
B: more dowels 4 are fixedly connected with two main ribs 1 respectively, each dowel 4 is set to two institutes
It states between main reinforcement 1;
C: operation platform 5 is fixedly connected with two main ribs 1, and the operation platform 5 is tabular, is hung down with main ribs 1
Straight setting.
In one optional embodiment of the present embodiment, main ribs 1 and the bending part 2 are integral structure, and are
Tabular.
In one optional embodiment of the present embodiment, the dowel 3 is vertically arranged with main ribs 1.
In one optional embodiment of the present embodiment, the dowel 3 is tabular.
In one optional embodiment of the present embodiment, the operation platform 5 is 16mm thick steel plate.
The scope of protection of the present invention is not limited to this.Those skilled in the art are made equivalent on the basis of the present invention
Substitution or transformation, it is within the scope of the present invention.Protection scope of the present invention is subject to claims.
Claims (10)
1. one kind is for operation plate on steel ladder characterized by comprising two main reinforcements disposed in parallel, described in each
The both ends of main reinforcement are respectively arranged with a bending part, and the bending part is in the same side of main ribs, and between main ribs
Sandwiched is used to be arranged in the cross bar of steel ladder at a notch, the notch;More dowels, each dowel setting
It is fixedly connected between two main ribs, and respectively with two main ribs;Operation platform is tabular, with the master
Muscle is vertically arranged, and is fixedly connected with two main ribs.
2. as described in claim 1 for operation plate on steel ladder, which is characterized in that main ribs and the bending part are one
Overall structure, and be tabular.
3. as described in claim 1 for operation plate on steel ladder, which is characterized in that the dowel is vertical with main ribs
Setting.
4. as described in claim 1 for operation plate on steel ladder, which is characterized in that the dowel is tabular.
5. as described in claim 1 for operation plate on steel ladder, which is characterized in that the operation platform is 16mm thickness steel
Plate.
6. a kind of production method of the operation plate on steel ladder, which comprises the steps of:
A: two main reinforcements are arranged in parallel, wherein the both ends of each main ribs are respectively arranged with a bending part, the bending
Portion is located at the same side of main ribs, and sandwiched is at a notch between main ribs, and the notch is for being arranged in steel ladder
Cross bar on;
B: more dowels are fixedly connected with two main ribs respectively, each dowel is set to two masters
Between muscle;
C: operation platform is fixedly connected with two main ribs, and the operation platform is tabular, vertical with main ribs to set
It sets.
7. the production method for operation plate on steel ladder as claimed in claim 6, which is characterized in that main ribs and described
Bending part is integral structure, and is tabular.
8. the production method for operation plate on steel ladder as claimed in claim 6, which is characterized in that the dowel and institute
Main reinforcement is stated to be vertically arranged.
9. the production method for operation plate on steel ladder as claimed in claim 6, which is characterized in that the dowel is flat
Plate.
10. the production method for operation plate on steel ladder as claimed in claim 6, which is characterized in that the operation platform
For 16mm thick steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810586059.1A CN108952558A (en) | 2018-06-08 | 2018-06-08 | One kind is for operation plate on steel ladder and preparation method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810586059.1A CN108952558A (en) | 2018-06-08 | 2018-06-08 | One kind is for operation plate on steel ladder and preparation method thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108952558A true CN108952558A (en) | 2018-12-07 |
Family
ID=64493825
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810586059.1A Pending CN108952558A (en) | 2018-06-08 | 2018-06-08 | One kind is for operation plate on steel ladder and preparation method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108952558A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112112552A (en) * | 2020-08-07 | 2020-12-22 | 神华新能源有限责任公司 | Maintenance platform |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202787928U (en) * | 2012-06-26 | 2013-03-13 | 中建钢构有限公司 | Construction device for steel plate wall |
CN204163616U (en) * | 2014-10-24 | 2015-02-18 | 国家电网公司 | A kind of vertical shaft cat ladder |
-
2018
- 2018-06-08 CN CN201810586059.1A patent/CN108952558A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202787928U (en) * | 2012-06-26 | 2013-03-13 | 中建钢构有限公司 | Construction device for steel plate wall |
CN204163616U (en) * | 2014-10-24 | 2015-02-18 | 国家电网公司 | A kind of vertical shaft cat ladder |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112112552A (en) * | 2020-08-07 | 2020-12-22 | 神华新能源有限责任公司 | Maintenance platform |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207633222U (en) | Bridge pier binder Coping Construction platform | |
CN106400951B (en) | A kind of level and vertical structure method for synchronously constructing of super high-rise building | |
CN204804160U (en) | Novel prefabricated superimposed sheet of reinforcing bar support | |
CN108952558A (en) | One kind is for operation plate on steel ladder and preparation method thereof | |
CN204752026U (en) | Tower crane escape way | |
CN203296359U (en) | Multifunctional outer wall scaffold | |
CN208310154U (en) | A kind of construction scaffold | |
CN208650506U (en) | A kind of slip-framed reverse mould constructing device | |
CN103029817A (en) | Lift cage for folding ships and offshore engineering structures | |
CN202706495U (en) | Ladder type air basket | |
CN204081433U (en) | Steel structural roof liner profiled sheet construction Special-purpose hanger basket support | |
CN206737404U (en) | A kind of high-strength building formwork | |
CN206737358U (en) | A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure | |
CN203394008U (en) | Suspension type hanging bracket used on plane truss | |
CN102767280A (en) | Quick-dismounting system and installation method for top plate | |
CN201714048U (en) | Chrysanthemum clip connection type scaffold | |
CN204163367U (en) | Cat ladder frame operating platform | |
CN206174505U (en) | Safe cat ladder of portable zigzag | |
CN206110627U (en) | Truss strenghthened type fastener -style steel pipe scaffold frame | |
CN209670342U (en) | Stair step concrete molding template and its component | |
CN206205422U (en) | A kind of deep basal pit steel inclined ladder | |
CN106939691A (en) | A kind of scaffold for building | |
CN204357085U (en) | Pin-connected panel operating platform | |
CN206458058U (en) | A kind of Portable detachable firm scaffold for building | |
CN203654696U (en) | Structural steel operating platform for setting lift shaft |
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 | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181207 |