CN206957175U - A kind of planar dimension and adjustable for height operating platform - Google Patents
A kind of planar dimension and adjustable for height operating platform Download PDFInfo
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- CN206957175U CN206957175U CN201720770738.5U CN201720770738U CN206957175U CN 206957175 U CN206957175 U CN 206957175U CN 201720770738 U CN201720770738 U CN 201720770738U CN 206957175 U CN206957175 U CN 206957175U
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- channel
- operating platform
- adjustable
- rectangular shaped
- planar dimension
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Abstract
The utility model discloses a kind of planar dimension and adjustable for height operating platform, including rectangular shaped rim, the four edges of rectangular shaped rim are scalable, landing slab is equipped with the top of rectangular shaped rim, the side of rectangular shaped rim is fixedly connected with least two vertical supportings, the opposite side of rectangular shaped rim is hinged one end of at least two telescopic skewed horizontal loads, and the other end of skewed horizontal load is leg, and skewed horizontal load is detachably connected with vertical supporting by some first mounting holes.Different floor heights, various sizes of elevator hoistways are applicable to, the problem of its height and planar dimension can be adjusted flexibly as needed, avoid routine operation platform and take repeatedly and tear open, and suitable dimensions are single, remarkable in economical benefits；The processing of the materials such as the channel-section steel using routine, makes simply, flexibility is strong, reduce the usage amount of the circulation materials such as steel pipe, scaffold board, avoid operating platform high-altitude in elevator hoistways and take situation about tearing open repeatedly, reduce potential safety hazard, improve the security of worker's operating environment.
Description
Technical field
Operating platform technical field is the utility model is related to, it particularly relates to a kind of planar dimension and adjustable for height
Operating platform.
Background technology
It is higher based on floor in elevator hoistways work progress, according to traditional putting up platform mode, it is necessary to from underground
Room is risen, and continues to carry out full hall scaffold with steel pipe and install, and in manpower and materials is all not only so huge loss, and pacifying
Certain hidden danger be present in full property；According to shaping shelf pipe conventional in recent years and scaffold board combination, although relative to
Traditional mode that installs has certain convenient place, but need to remove scaffold board during each lifting, in order to avoid falling, causes safety hidden
Suffer from, reserved opening is blocked after lifting, during it is relatively cumbersome.
The problem of in correlation technique, effective solution is not yet proposed at present.
Utility model content
For the above-mentioned technical problem in correlation technique, the utility model proposes a kind of planar dimension and adjustable for height behaviour
Make platform, can be adjusted according to story height and elevator hoistways width.
To realize above-mentioned technical purpose, what the technical solution of the utility model was realized in：
A kind of planar dimension and adjustable for height operating platform, including rectangular shaped rim, the four edges of the rectangular shaped rim are equal
It is scalable, landing slab is equipped with the top of the rectangular shaped rim, the side of the rectangular shaped rim is fixedly connected with least two and erected
To support, the opposite side of the rectangular shaped rim is hinged one end of at least two telescopic skewed horizontal loads, the skewed horizontal load
The other end is leg, and the skewed horizontal load is detachably connected with the vertical supporting by some first mounting holes.
Further, every a line of the rectangular shaped rim includes the first channel-section steel, and the both ends of first channel-section steel respectively cover
Provided with one second channel-section steel, first channel-section steel and second channel-section steel are detachably connected by some second mounting holes.
Further, first channel-section steel is 16A# channel-section steels, and second channel-section steel and vertical supporting are 14# channel-section steels.
Further, the skewed horizontal load includes at least two the 3rd channel-section steels for being mutually socketed, adjacent two the described 3rd
Channel-section steel is detachably connected by some 3rd mounting holes.
Further, wherein the 3rd channel-section steel is 14# channel-section steels, another 3rd channel-section steel is 12.6# channel-section steels.
Further, cross-brace, the transverse direction are connected between the skewed horizontal load and vertical supporting that are oppositely arranged
It is detachably connected between support and skewed horizontal load, vertical supporting by some 4th mounting holes.
Further, the landing slab includes four keel of groined type arrangement, and flower is equipped with the top of four keel
Line steel plate.
Further, the thickness of the checkered steel plate is 3mm.
Further, four keel are square steel tube, every keel 60cm away from the edge of the checkered steel plate.
The beneficial effects of the utility model：It is applicable to different floor heights, various sizes of elevator hoistways, its height and plane
Size can be adjusted flexibly as needed, easy to use, avoid routine operation platform and take repeatedly and tear open, suitable dimensions are single to ask
Topic, remarkable in economical benefits；This operating platform is made simply, flexibility is strong, reduces steel using the processing of the materials such as conventional channel-section steel
The usage amount of the circulation materials such as pipe, scaffold board, avoid operating platform high-altitude in elevator hoistways and take situation about tearing open repeatedly, reduce
Potential safety hazard, improve the security of worker operating environment.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
In the required accompanying drawing used be briefly described, it should be apparent that, drawings in the following description are only of the present utility model
Some embodiments, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other accompanying drawings.
Fig. 1 is the use state of the planar dimension and adjustable for height operating platform according to the utility model embodiment
When schematic diagram；
Fig. 2 is the structural representation of the planar dimension and adjustable for height operating platform according to the utility model embodiment
Figure；
Fig. 3 is the local structural graph of the vertical supporting according to the utility model embodiment；
Fig. 4 is the local structural graph of the skewed horizontal load according to the utility model embodiment；
Fig. 5 is the local structural graph of the rectangular shaped rim according to the utility model embodiment.
In figure：
1st, rectangular shaped rim；2nd, vertical supporting；3rd, skewed horizontal load；4th, leg；5th, the first mounting hole；6th, the first channel-section steel；7th,
Two channel-section steels；8th, the second mounting hole；9th, the 3rd channel-section steel；10th, the 3rd mounting hole；11st, cross-brace；12nd, the 4th mounting hole；13rd, it is imperial
Bone；14th, concrete shear force wall；15th, floor；16th, checkered steel plate；17th, annular hoisting ring.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, every other embodiment that those of ordinary skill in the art are obtained all belongs to
In the scope of the utility model protection.
As Figure 1-5, a kind of planar dimension according to the utility model embodiment and adjustable for height operation are flat
Platform, including rectangular shaped rim 1, the four edges of the rectangular shaped rim 1 are scalable, and the top of the rectangular shaped rim 1 is equipped with platform
Plate, the side of the rectangular shaped rim 1 are fixedly connected with least two vertical supportings 2, and the opposite side of the rectangular shaped rim 1 is hinged to
One end of few two telescopic skewed horizontal loads 3, the other end of the skewed horizontal load 3 is leg 4, the skewed horizontal load 3 and institute
Vertical supporting 2 is stated to be detachably connected by some first mounting holes 5.
In a specific embodiment of the present utility model, every a line of the rectangular shaped rim 1 includes the first channel-section steel
6, the both ends of first channel-section steel 6 are respectively arranged with one second channel-section steel 7, and first channel-section steel 6 and second channel-section steel 7 are by some
Second mounting hole 8 is detachably connected.
In a specific embodiment of the present utility model, first channel-section steel 6 is 16A# channel-section steels, second channel-section steel 7
It is 14# channel-section steels with vertical supporting 2.
In a specific embodiment of the present utility model, the skewed horizontal load 3 include mutually being socketed at least two pieces the
Three channel-section steels 9, adjacent two the 3rd channel-section steels 9 are detachably connected by some 3rd mounting holes 10.
In a specific embodiment of the present utility model, wherein the 3rd channel-section steel 9 is 14# channel-section steels, Ling Yigen
3rd channel-section steel 9 is 12.6# channel-section steels.
In a specific embodiment of the present utility model, between the skewed horizontal load 3 and vertical supporting 2 that are oppositely arranged
Cross-brace 11 is connected with, passes through some 4th mounting holes 12 between the cross-brace 11 and skewed horizontal load 3, vertical supporting 2
It is detachably connected.
In a specific embodiment of the present utility model, the landing slab includes four keel 13 of groined type arrangement,
The top of four keel 13 is equipped with checkered steel plate 16.
In a specific embodiment of the present utility model, the thickness of the checkered steel plate 16 is 3mm.
In a specific embodiment of the present utility model, four keel 13 are square steel tube, the every keel
The 13 edge 60cm away from the checkered steel plate 16.
In order to facilitate above-mentioned technical proposal of the present utility model is understood, below by way of new to this practicality in specifically used mode
The above-mentioned technical proposal of type is described in detail.
The mode described in the utility model that is fixedly connected can use the conventional technical means such as bonding, welding to replace.
The scalable mode of rectangular shaped rim 1 and skewed horizontal load 3, in addition to the mode being arranged using channel-section steel, it can also use
Square tube is arranged or respectively connected at the both ends of an oil cylinder mode of a channel-section steel, flexible to realize.
At first mounting hole 5, the second mounting hole 8, the 3rd mounting hole 10 and the 4th mounting hole 12 can installation bolt, bearing pin or
The conventional attachments such as pin, it is detachably connected with realizing, pin is used in the utility model embodiment.
The bottom of checkered steel plate 16 is provided with the A20 annular hoisting rings 17 of four HPB300 materials.
Planar dimension described in the utility model and adjustable for height operating platform are made up of channel-section steel and checkered steel plate 16, groove
Steel has by way of welding and being hinged, and using preceding with reference to drawing dimension of opening and floor absolute altitude, chooses each peace on channel-section steel
Hole point is filled, is assembled with pin.Every time in use, only the platform assembled need to be promoted into relevant position with tower crane, operate
The edge of the rectangular shaped rim 1 of platform upper end abuts concrete shear force wall 14, and the leg 4 of the lower end of operating platform upper end is carried on building
On plate 15, vertical channel-section steel naturally downwards, to prevent operating platform lateral sliding, makes operating platform on the inside of concrete shear force wall 14
The dependence point up and down that is forced through at four angles is reached in operating platform structure, ensures the stability of operating platform.The utility model
The stability and security of support platform are not only ensure that, also greatly reduces materials'use and labour cost, Er Qieshi
Work is flexible, and protection is simple.
Operating platform described in the utility model is when adjusting height, by the first mounting hole 5, the 3rd mounting hole 10 and the 4th
Pin at mounting hole 12 is removed, and skewed horizontal load 3 is adjusted to appropriate length, and by pin lock corresponding to the 3rd mounting hole
10, skewed horizontal load 3 is rotated to proper angle around the pin joint in rectangular shaped rim 1, by pin lock corresponding to first
The mounting hole 12 of mounting hole 5 and the 4th.
Operating platform described in the utility model is when adjusting planar dimension, by the first mounting hole 5, the second mounting hole 8,
Four mounting holes 12, rectangular shaped rim 1 is adjusted to suitable dimension, and by pin lock corresponding to the second mounting hole 8, by oblique branch
Support 3 is rotated to proper angle around the pin joint in rectangular shaped rim 1, by pin lock corresponding to the first mounting hole 5 and the
Four mounting holes 12.
Operating platform described in the utility model uses Triangle Principle, to ensure stress support system steadiness.Having
When body uses：
1）Landing slab uses 3mm thickness checkered steel plate 16, length and width 10cm small compared with elevator dimension of opening, and four keel use
4# square steel tubes, it is respectively away from steel plate edge 60cm, the welding of well word.At two angles of the side of rectangular shaped rim 1,14# channel-section steels are welded
As vertical supporting 2,14# channel-section steels are hinged as skewed horizontal load 3, vertical supporting 2 and skewed horizontal load in the opposite side of rectangular shaped rim 1
3 are connected with pin, and specific tie point and length are according to live actual ruling.
2）To ensure that the entirety of the operating platform consolidates, cross-brace is used as by the use of 14# channel-section steels at the 1/3 of vertical supporting 2
11 are connected with skewed horizontal load 3；Vertical supporting 2 is handled by 5.4m floor heights, selects 5.5m elongated, sets the inner side of concrete shear force wall 14,
Card support effect is played, prevents platform lateral sliding, while reduces pad, to reduce in flat top to the shadow of welding position
Ring, ensure its stability.
3）To adapt to the service condition of different floor heights, the position in the blunderbuss hole of the ￠ 16mm on 12.6# channel-section steels, blunderbuss hole are calculated
Number is according to the ruling of field layer High variation point.According to different floor heights during practical operation, stretch skewed horizontal load 3, and chooses the blunderbuss of diverse location
Hole（That is the 3rd mounting hole 10）Assembled, blunderbuss hole count is according to the ruling of field layer High variation point.Because of floor height in actual production process
And dimension of opening is indefinite, specific channel-section steel length, punching quantity and punch position need to be appraised and decided again.
4）To adapt to different dimension of opening requirements, the length of the second channel-section steel 7 is 300mm, and the one of the second channel-section steel 7
End sets multiple spacing 50mm ￠ 10mm blunderbuss hole, and outside socket joint 16A# channel-section steels are set thereon multiple as the first channel-section steel 6
Spacing 50mm ￠ 10mm blunderbuss hole, blunderbuss hole count are defined according to site dimension change number.During practical operation, according to different dimensions of opening, choosing
Take corresponding blunderbuss hole（That is the second mounting hole 8）After being assembled, onsite application is put into.In actual production process, because size is indefinite, need
Again channel-section steel length, blunderbuss hole number and position are appraised and decided.
To sum up, by means of above-mentioned technical proposal of the present utility model, different floor heights, various sizes of elevator are applicable to
Road, its height and planar dimension can be adjusted flexibly as needed, easy to use, avoid routine operation platform and take repeatedly and tear open, fit
With size it is single the problem of, remarkable in economical benefits；This operating platform makes simple, spirit using the processing of the materials such as conventional channel-section steel
It is active strong, reduce the usage amount of the circulation materials such as steel pipe, scaffold board, avoiding operating platform, high-altitude is repeatedly in elevator hoistways
Situation about tearing open is taken, reduces potential safety hazard, improves the security of worker's operating environment.
Preferred embodiment of the present utility model is these are only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (9)
1. a kind of planar dimension and adjustable for height operating platform, including rectangular shaped rim（1）, it is characterised in that the rectangular edges
Frame（1）Four edges it is scalable, the rectangular shaped rim（1）Top be equipped with landing slab, the rectangular shaped rim（1）Side
It is fixedly connected with least two vertical supportings（2）, the rectangular shaped rim（1）Be hinged at least two of opposite side it is telescopic oblique
Support（3）One end, the skewed horizontal load（3）The other end be leg（4）, the skewed horizontal load（3）With the vertical supporting
（2）Pass through some first mounting holes（5）It is detachably connected.
2. planar dimension according to claim 1 and adjustable for height operating platform, it is characterised in that the rectangular shaped rim
（1）Every a line include the first channel-section steel（6）, first channel-section steel（6）Both ends be respectively arranged with one second channel-section steel（7）, institute
State the first channel-section steel（6）With second channel-section steel（7）Pass through some second mounting holes（8）It is detachably connected.
3. planar dimension according to claim 2 and adjustable for height operating platform, it is characterised in that first channel-section steel
（6）For 16A# channel-section steels, second channel-section steel（7）And vertical supporting（2）It is 14# channel-section steels.
4. planar dimension according to claim 1 and adjustable for height operating platform, it is characterised in that the skewed horizontal load
（3）Including at least two the 3rd channel-section steels being mutually socketed（9）, adjacent two the 3rd channel-section steels（9）Pass through some three installations
Hole（10）It is detachably connected.
5. planar dimension according to claim 4 and adjustable for height operating platform, it is characterised in that wherein described in one
3rd channel-section steel（9）For 14# channel-section steels, another 3rd channel-section steel（9）For 12.6# channel-section steels.
6. planar dimension according to claim 1 and adjustable for height operating platform, it is characterised in that the institute being oppositely arranged
State skewed horizontal load（3）With vertical supporting（2）Between be connected with cross-brace（11）, the cross-brace（11）With skewed horizontal load
（3）, vertical supporting（2）Between pass through some 4th mounting holes（12）It is detachably connected.
7. planar dimension according to claim 1 and adjustable for height operating platform, it is characterised in that the landing slab bag
Include four keel of groined type arrangement（13）, four keel（13）Top is equipped with checkered steel plate（16）.
8. planar dimension according to claim 7 and adjustable for height operating platform, it is characterised in that the checkered steel plate
（16）Thickness be 3mm.
9. planar dimension according to claim 7 and adjustable for height operating platform, it is characterised in that four keel
（13）It is square steel tube, the every keel（13）Away from the checkered steel plate（16）Edge 60cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720770738.5U CN206957175U (en) | 2017-06-29 | 2017-06-29 | A kind of planar dimension and adjustable for height operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720770738.5U CN206957175U (en) | 2017-06-29 | 2017-06-29 | A kind of planar dimension and adjustable for height operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206957175U true CN206957175U (en) | 2018-02-02 |
Family
ID=61385771
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720770738.5U Expired - Fee Related CN206957175U (en) | 2017-06-29 | 2017-06-29 | A kind of planar dimension and adjustable for height operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206957175U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178203A (en) * | 2017-06-29 | 2017-09-19 | 中铁十六局集团城市建设发展有限公司 | A kind of planar dimension and adjustable for height operating platform |
| CN110158935A (en) * | 2019-05-07 | 2019-08-23 | 平煤神马建工集团有限公司 | A kind of tool-type elevator steel operating platform |
-
2017
- 2017-06-29 CN CN201720770738.5U patent/CN206957175U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178203A (en) * | 2017-06-29 | 2017-09-19 | 中铁十六局集团城市建设发展有限公司 | A kind of planar dimension and adjustable for height operating platform |
| CN110158935A (en) * | 2019-05-07 | 2019-08-23 | 平煤神马建工集团有限公司 | A kind of tool-type elevator steel operating platform |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180202 |