CN206158043U - On --spot suppression construction platform of roofing profiled sheet - Google Patents
On --spot suppression construction platform of roofing profiled sheet Download PDFInfo
- Publication number
- CN206158043U CN206158043U CN201621215717.9U CN201621215717U CN206158043U CN 206158043 U CN206158043 U CN 206158043U CN 201621215717 U CN201621215717 U CN 201621215717U CN 206158043 U CN206158043 U CN 206158043U
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- China
- Prior art keywords
- pedestal
- profiled sheet
- roofing
- tile press
- bed frame
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Abstract
The utility model discloses an on - -spot suppression construction platform of roofing profiled sheet, including bed frame, tile press and coil of strip support, the bed frame is linked to each other by horizontal pole and montant and forms, and it wholly is long cubic, the tile press is installed in the bed frame top, and the length direction of its length direction and bed frame is unanimous, is equipped with the walking board on the bed frame upper berth of tile press both sides, is equipped with the operation panel on the bed frame upper berth at tile press both ends, the coil of strip support is located the one end of bed frame, is equipped with steel plate conveying device between coil of strip support and bed frame top, can carry the steel sheet to the bed frame top through this steel plate conveying device. The utility model discloses can on -the -spotly carry out the suppression of random lengths's roofing profiled sheet to can in time install and non -deformable the roofing profiled sheet, improve the efficiency of construction greatly.
Description
Technical field
The utility model is related to roofing profiled sheet compacting construction field, more particularly to a kind of roofing profiled sheet scene pressure
Operation platform processed.
Background technology
At present, roofing profiled sheet installing following two modes of typically adopt：1）Processing factory according to need to unit provide
Lower material list, the template and length needed in workshop steel plate is pressed into, after being transported to job site, will with crane or other modes
Profiled sheet is transported to roofing installation site, is installed；2）Material supply unit, will according to the lower material list that need to be provided with unit
Coil of strip and trigger squeeze are transported to job site, it is compressing on the ground after, then profiled sheet is transported with crane or other modes
To roofing installation site, installed.But, both schemes have its limitation：First kind of way, it is adaptable to which material needs to use
Amount is less and transport can guarantee that the situation of site operation progress, transportation range big for material expense farther out in the case of, will be
Largely increase engineering cost, affect the duration.The second way, compensate for the shortcoming of first kind of way, but for roofing
The larger situation of area yet suffers from deficiency.When roofing area is larger, the requirement to waterproof is higher, if roofing is pressed using multiple
Shape steel plate is overlapped, then increased the possibility of roof leakage, it is desirable to farthest reducing the overlap joint of roofing profiled sheet.
In view of the above circumstances, it is often desirable that roofing profiled sheet adopts seamless laying in drainage direction, and this results in individual profiled sheet
Length is longer, for large-sized workshop tends to reach 100 meters.When profiled sheet is longer, even with the second way, by ground
When transhipment to roofing, the deformation of profiled sheet than more serious, or even can be scrapped.
In view of the limitation of both the above form of construction work, transportation range length big for material expense, roofing area are big
Situation, the installation of roofing profiled sheet in the urgent need to a kind of new operation platform, to overcome a variety of drawbacks of above-mentioned construction method.
Utility model content
For deficiencies of the prior art, the purpose of this utility model is to provide a kind of roofing profiled sheet to show
Field compacting operation platform, live can carry out the compacting of the roofing profiled sheet of random length, and can in time to roofing die mould
Steel plate is installed and is unlikely to deform, and substantially increases efficiency of construction.
In order to solve above-mentioned technical problem, the technical solution adopted in the utility model is such：A kind of roofing die mould steel
Plate scene compacting operation platform, including pedestal, tile press and steel coil support, it is characterised in that：The pedestal is by cross bar and erects
Bar is connected to form, and it is in integrally cuboid；The tile press is installed on the length side of pedestal top, its length direction and pedestal
To consistent, walking plate is equipped with the pedestal of tile press both sides, on the pedestal at tile press two ends operation panel is equipped with；It is described
Steel coil support is located at one end of pedestal, at the top of the steel coil support and pedestal between be provided with steel plate conveying device, it is defeated by the steel plate
Send device steel plate can be delivered into pedestal top.
Further, several piece sheeting caps, length direction of the sheeting caps along pedestal are provided between tile press and pedestal
Distribution, its length direction is vertical with the length direction of pedestal.
Further, the height of the pedestal=roofing eave height-trigger squeeze height, width=trigger squeeze width+both sides
Walking plate width, length=trigger squeeze length+two ends operation panel length.
Further, the both sides at the top of pedestal are provided with guardrail, and the height of the guardrail is more than or equal to 1.2 meters.
Further, the steel plate conveying device includes bracing frame, bracket, carrying roller, pressure roller and motor, the support
Frame is installed on bracing frame, and the pressure roller and carrying roller are multiple, and correspond to distributing installation up and down on bracket；It is described to drive electricity
Machine is installed on one end of bracket, and drives each carrying roller synchronous axial system simultaneously by transmission belt.
Compared with prior art, the utility model has the advantage that：
1st, overall structure is simple, builds convenient, fast and with low cost.
2nd, by the way that tile press is arranged on into pedestal top, then steel plate is delivered into pedestal top, is suppressed by tile press
Directly blocked after shaping and timely used such that it is able to realized the roofing profiled sheet compacting of random length as needed；
Also, timely use after the completion of suppressing, it is to avoid deformation and loss that profiled sheet is caused because of turnover, lifting etc., so that pressure
The better quality of shape steel plate.
3rd, profiled sheet greatly reduces cost of transportation and spillage of material with pressure with installation, and efficiency of construction is greatly improved；And
And the time that steel plate conveying, die mould and installation whole process are used substantially reduces, install more quick, so as to substantially increase
Efficiency of construction.
Description of the drawings
Fig. 1 is front view of the present utility model.
Fig. 2 is side view of the present utility model.
In figure：1-pedestal, 2-tile press, 3-steel coil support, 4-walking plate, 5-operation panel, 6-steel plate conveying dress
Put, 7-guardrail, 8-cat ladder, 9-roof truss.
Specific embodiment
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Embodiment：Referring to Fig. 1, Fig. 2, a kind of roofing profiled sheet scene compacting operation platform, including pedestal 1, tile press 2
And steel coil support 3.The pedestal is connected to form by cross bar and montant, and it is in integrally cuboid；To make the monolithic stability of pedestal 1
Property more preferably, multiple tracks " eight words " drawknot system is provided with by fixed pulley in the both sides of pedestal 1, and can be by fixed pulley regulation " eight
The preload of word " drawknot system.The tile press 2 is installed on the length direction one of the top of pedestal 1, its length direction and pedestal 1
Cause；Several piece sheeting caps is provided between tile press 2 and pedestal 1, the sheeting caps is distributed along the length direction of pedestal 1, its length
Direction is vertical with the length direction of pedestal 1；In such manner, it is possible to effectively reduce the vibrations produced in the course of the work of tile press 2, make
The job stability of tile press 2 is more preferable.Walking plate 4 is equipped with the pedestal 1 of the both sides of tile press 2, operating personnel's walking is formed logical
Road；Operation panel 5 is equipped with the pedestal 1 at the two ends of tile press 2, operating personnel operating space is formed.Wherein, the pedestal 1
Highly=roofing eave height-trigger squeeze height, the width=trigger squeeze width+both sides walking width of plate 4（1 meter or so）, length=pressure
Trigger length+the length of two ends operation panel 5（2 meters or so）；So that constructing operation is convenient.Set in the both sides at the top of pedestal 1
The height for having guardrail 7, the guardrail 7 is more than or equal to 1.2 meters；During reality processing, also set in one end or side of pedestal 1
There is cat ladder 8, the top of cat ladder 8 is provided with catching device；Further to improve the security in work progress.By the base when using
Frame 1 is erected on the side of roof truss 9.
The steel coil support 3 is located at one end of pedestal 1, and steel plate conveying dress is provided between steel coil support 3 and the top of pedestal 1
6 are put, steel plate can be delivered to by the top of pedestal 1 by the steel plate conveying device 6.The steel plate conveying device 6 include bracing frame,
Bracket, carrying roller, pressure roller and motor, the bracket is installed on bracing frame, and its one end is connected with pedestal top, the other end
It is connected with steel coil support 3；The pressure roller and carrying roller be it is multiple, and up and down correspond to distributing installation on bracket；It is described to drive electricity
Machine is installed on one end of bracket, and drives each carrying roller synchronous axial system simultaneously by transmission belt.
Used as a kind of specific embodiment, work progress of the present utility model is as follows：
A, according to roofing eave height, trigger squeeze appearance and size determine roofing profiled sheet scene compacting operation platform set up
Highly, width, length.Generally, the scaffolding height of pedestal=roofing eave height-trigger squeeze height, sets up width=pressure
Trigger width+both sides operating personnel's walking passageway width（Channel width is generally 1 meter）, set up length=trigger squeeze length+two ends
Operating space length（Typically take 2 meters）；
B, according to trigger squeeze weight, operating personnel's weight, wind load etc., determine operation platform vertical rod total departure by calculating
The parameters such as advance, cross bar step pitch, foundation bearing capacity.According to above parameter, organization material is marched into the arena, including Φ 48.3mm × 3.6mm
Steel pipe, fastener etc.；
C, the foundation bearing capacity according to needed for calculating, are processed setting up region ground, are allowed to meet requirement for bearing capacity,
Generally ground is reinforced by the way of 100mm thickness C20 concrete using pouring；
D, basement process are reached after requirement, and in length and breadth spacing and cross bar step pitch erection construction platform be extremely for the vertical rod as obtained by calculating
Scaffolding height；Wherein, every bottom of upright rod uses 10mm solid wood liners, and cross bar is connected by double fasteners with vertical rod, outside platform
Side arranges bridging, horizontally arranged horizontal cross brace（According to scaffolding height at least three roads）, do not have two steps in the height direction
It is connected with main body by wall-connecting piece, strict implement《Construction fastener type steel pipe scaffold technical specification of security》(JGJ130-
2011) relevant regulations；
E, pedestal top both sides vertical rod are highly at least 1.2 meters of operation height increase, and remaining vertical rod is highly high for the scope of operation
Degree, 1.2 meters of lengthening are used as protection pull bar；
F, platform side setting one cat ladder upper and lower for convenience of operating personnel, cat ladder is using 50 angle steel and the round steel systems of Φ 16
Make, cat ladder upper and lower ends are fixed on platform.
So, roofing profiled sheet scene compacting operation platform is just set up and is finished；It is overall to be set up using conventional steel pipe,
Draw materials easily, simple structure, it is easy to set up.Trigger squeeze is placed on operation platform, can as needed suppress the die mould of random length
Steel plate and it is unlikely to deform；Profiled sheet, with installation, greatly reduces cost of transportation and spillage of material with pressure, and efficiency of construction is carried significantly
It is high.
Finally it should be noted that above example is only to illustrate the technical solution of the utility model rather than restriction technologies
Scheme, it will be understood by those within the art that, those are modified to the technical solution of the utility model or are equal to
Replace, without deviating from the objective and scope of the technical program, all should cover in the middle of right of the present utility model.
Claims (5)
1. operation platform, including pedestal, tile press and steel coil support are suppressed in a kind of roofing profiled sheet scene, and its feature exists
In：The pedestal is connected to form by cross bar and montant, and it is in integrally cuboid；The tile press is installed on pedestal top, its
Length direction is consistent with the length direction of pedestal, and walking plate is equipped with the pedestal of tile press both sides, at tile press two ends
Operation panel is equipped with pedestal；The steel coil support is located at one end of pedestal, at the top of the steel coil support and pedestal between be provided with steel
Plate conveying device, pedestal top can be delivered to by the steel plate conveying device by steel plate.
2. operation platform is suppressed at a kind of roofing profiled sheet scene according to claim 1, it is characterised in that：In tile press
Several piece sheeting caps is provided between pedestal, the sheeting caps is distributed along the length direction of pedestal, the length of its length direction and pedestal
Degree direction is vertical.
3. operation platform is suppressed at a kind of roofing profiled sheet scene according to claim 1, it is characterised in that：The pedestal
Height=roofing eave height-trigger squeeze height, width=trigger squeeze width+both sides walking plate width, length=trigger squeeze length
+ two ends operation panel length.
4. operation platform is suppressed at a kind of roofing profiled sheet scene according to claim 1, it is characterised in that：On pedestal top
The both sides in portion are provided with guardrail, and the height of the guardrail is more than or equal to 1.2 meters.
5. operation platform is suppressed at a kind of roofing profiled sheet scene according to claim 1, it is characterised in that：The steel plate
Conveying device includes bracing frame, bracket, carrying roller, pressure roller and motor, and the bracket is installed on bracing frame, the pressure roller
Be with carrying roller it is multiple, and up and down correspond to distributing installation on bracket；The motor is installed on one end of bracket, and passes through
Transmission belt drives each carrying roller synchronous axial system simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621215717.9U CN206158043U (en) | 2016-11-11 | 2016-11-11 | On --spot suppression construction platform of roofing profiled sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621215717.9U CN206158043U (en) | 2016-11-11 | 2016-11-11 | On --spot suppression construction platform of roofing profiled sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206158043U true CN206158043U (en) | 2017-05-10 |
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ID=58658025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621215717.9U Active CN206158043U (en) | 2016-11-11 | 2016-11-11 | On --spot suppression construction platform of roofing profiled sheet |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109772968A (en) * | 2019-02-18 | 2019-05-21 | 中国二十二冶集团有限公司 | The construction method of steel structural plant roof color steel tile |
-
2016
- 2016-11-11 CN CN201621215717.9U patent/CN206158043U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109772968A (en) * | 2019-02-18 | 2019-05-21 | 中国二十二冶集团有限公司 | The construction method of steel structural plant roof color steel tile |
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