CN209353659U - Adjustably adjust steel construction operating platform - Google Patents
Adjustably adjust steel construction operating platform Download PDFInfo
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- CN209353659U CN209353659U CN201821836312.6U CN201821836312U CN209353659U CN 209353659 U CN209353659 U CN 209353659U CN 201821836312 U CN201821836312 U CN 201821836312U CN 209353659 U CN209353659 U CN 209353659U
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Abstract
The utility model provides a kind of telescopically adjustable steel construction operating platform, it includes steel member, two combination ladders, two scaffold boards and at least two flak jacket bars, the two combination ladders difference stock is on the both ends of the steel member, combination ladder outer panel edge is equipped with several vertical screw shells, two scaffold board is respectively arranged on the steel member two sides and is connected between two vertical ladder of described steel member the same side, the flak jacket bar is respectively arranged on the top of the scaffold board, the flak jacket bar is equipped with bolt, each flak jacket bar is by the way that bolt to be interspersed between two vertical ladder for being fixed on steel member the same side in the vertical screw shell.This operating platform is practical, simple, is not constrained by construction condition, ensure that operability, versatility, flexibility and the installation accuracy of operating platform, improves site operation people staff efficiency.
Description
Technical field
The utility model relates to steel construction operating technology fields, relate in particular to a kind of telescopically adjustable steel construction operation
Platform.
Background technique
Steel construction operating platform is generally using the hanging basket operating platform of unified pattern and large-scale integral hoisting platform, when construction
The more bulky steel member such as I-steel is first lifted, and puts in reserved structural openings, assembled welding is carried out on steel construction and is made
Industry repaves scaffold board after the completion of welding.But there are many drawbacks for the structure of this steel construction operating platform, on the one hand, this
Steel construction operating platform needs integral hoisting, than cumbersome, is unfavorable for later period use, and hold during converting position and allocating and transporting
It is also easy to produce security risk；On the other hand, this steel construction operating platform applies man-hour requirement personnel as needed in different height difference
Range carries out the vertical seam of construction, the especially steel columns such as construction welding, girder steel upper and lower opening horizontal joint and vertical seam.Therefore steel construction is grasped
Making platform, it is necessary to propose a kind of new steel construction operating platform.
Utility model content
In view of the foregoing, the utility model provides a kind of telescopically adjustable steel construction operating platform, is matched by combination ladder
Fit palm and flak jacket bar, solves in the construction process that construction height is difficult to the technical issues of adjusting, and reaches satisfaction scene and applies
Work needs, the purpose for arbitrarily adjusting scaffold board height and flak jacket pole length.
To achieve the above object, the technical scheme adopted by the utility model is that providing a kind of telescopically adjustable steel construction operation
Platform, including steel member, for the cuboid of steel plate composition；Two combination ladders, stock is on the both ends of the steel member respectively, each institute
Stating combination ladder includes two vertical ladders and a straight-bar, and two vertical ladder is set to below the both ends of the straight-bar, and each vertical ladder includes two
Side plate and several pedals between two side plate, the straight-bar are located at stepping on for maximum height as two vertical ladder
Plate simultaneously connects the top for being fixedly arranged on two vertical ladder, and the middle section of the straight-bar is fixed to drive in the top surface of the steel member, each described
Vertical ladder is equipped with several buckles far from the side board edge of the steel member；Two scaffold boards, two scaffold board are respectively arranged on described
Steel member two sides, each scaffold board connection are located between two vertical ladder of described steel member the same side, each scaffold board
Both ends are taken respectively on the pedal, and fixing piece, the pedal and the foot hand are equipped between the pedal and the scaffold board
Plate is fixedly connected by the fixing piece；At least two flak jacket bars are respectively arranged on above two scaffold board, are set on the flak jacket bar
There are a mobile bolt and two Fixed latches, the mobile pin bushing to be set to outside the flak jacket bar, two Fixed latches are set to
Flak jacket bar both ends, the flak jacket bar by two Fixed latches be located at described steel member the same side and positioned at identical height
Degree position wherein two buckles are plugged and fixed or the flak jacket bar is by the wherein Fixed latches and the movement
Bolt is plugged and fixed with positioned at described steel member the same side and positioned at wherein two buckles of identical height and position.
The utility model adjustably adjust steel construction operating platform further improvement lies in that, it is described buckle be vertical screw thread
Sleeve.
The further improvement that the utility model adjustably adjusts steel construction operating platform is, on two combination ladder
The pedal is equidistant and is symmetrically set between two side plates of each vertical ladder, and the scaffold board is set to position in identical height and position
On the pedal.
The utility model adjustably adjust steel construction operating platform it is further improve be, the vertical screw shell
Vertical spacing is identical as the pedal spacing.
The utility model adjustably adjust steel construction operating platform further improvement lies in that, the combination ladder be angle steel structure
At.
The utility model adjustably adjust steel construction operating platform further improvement lies in that, the two of each combination ladder are straight
Ladder is placed on opposite two side surfaces of the steel member.
The further improvement that the utility model adjustably adjusts steel construction operating platform is that the fixing piece is U-shaped
Fastener, the scaffold board be rectangular steel plates, the steel plate be equipped with equally distributed several circular holes, the two of each U-shaped card part
Free end is inserted into downwards respectively in the circular hole of the pedal two sides.
The utility model adjustably adjust steel construction operating platform further improvement lies in that, the mobile bolt include move
Dynamic casing and mobile straight-bar, the mobile casing and the mobile straight-bar are affixed at T-shaped, and the movable sleeving pipe sleeve is set to the shield
Outside body bar.
The utility model due to use above technical scheme, make it have it is following the utility model has the advantages that
The utility model is by the way that by scaffold board frame, on the pedal, this setting can be according to construction site height difference certainly
By the height of adjusting scaffold board can be according to scaffold board height and constructor by the fixed flak jacket bar of vertical screw shell
The difference of member's height arbitrarily adjusts the height of flak jacket bar, can be random according to the length of operating surface by the setting of mobile bolt
The distance between two combination ladders are adjusted, this operating platform is practical, simple, is not constrained by construction condition, ensure that operation is flat
Operability, versatility, flexibility and the installation accuracy of platform improve site operation people staff efficiency.
Detailed description of the invention
Fig. 1 is that the utility model adjustably adjusts steel construction operating platform stereoscopic schematic diagram.
Fig. 2 is that the utility model adjustably adjusts steel construction operating platform front schematic view.
Fig. 3 is that the utility model adjustably adjusts steel construction operating platform side schematic view.
Fig. 4 is the utility model scaffold board floor map.
Fig. 5 is the utility model scaffold board elevational schematic view.
Fig. 6 is the utility model flak jacket bar front schematic view.
Fig. 7 is the mobile bolt schematic diagram of the utility model.
Fig. 8 is the utility model U-shaped card part schematic diagram.
The corresponding relationship of appended drawing reference and component is as follows:
Steel member 1；Combination ladder 2；Vertical ladder 21；Straight-bar 22；Vertical screw shell 23；Side plate 211；Pedal 212；Scaffold board 3；
Circular hole 31；Flak jacket bar 4；Mobile bolt 41；Fixed latches 42；Mobile casing 411；Mobile quarter butt 412；U-shaped card part 5.
Specific embodiment
For the benefit of to the understanding of the utility model, it is illustrated with reference to the accompanying drawings and embodiments.
Fig. 1 to Fig. 8 is please referred to, the utility model provides a kind of telescopically adjustable steel construction operating platform comprising steel structure
Part 1, two combination ladders 2, two scaffold boards 3 and at least two flak jacket bars 4, two combination ladder 2 distinguish stock in the steel member 1
On both ends, the vertical ladder 21 far from the steel member 1 211 edge of side plate be equipped with several vertical screw shells 23, described two
Scaffold board 3 is respectively arranged on 1 two sides of steel member and is connected between two vertical ladder 21 of described 1 the same side of steel member, institute
State the top that flak jacket bar 4 is respectively arranged on the scaffold board 3, the flak jacket bar 4 is equipped with bolt, each flak jacket bar 4 pass through by
Bolt is interspersed between two vertical ladder for being fixed on described steel member the same side in the vertical screw shell 23.
Refering to fig. 1, Fig. 3, in the utility model case study on implementation, the combination ladder 2 is welded using angle steel, can basis
The 1 size field processing and fabricating of steel member, the combination ladder 2 include two vertical ladders 21 and a straight-bar 22, and two vertical ladder 21 is set
In the lower section at 22 both ends of straight-bar, if each vertical ladder 21 includes two side plates 211 and between two side plate 211
Dry pedal 212, the pedal 212 on two combination ladder 2 is equidistant and is symmetrically set between two side plate 211, described straight
Bar 22 is fixedly arranged on the top of two vertical ladder 21, institute as two vertical ladder 21 positioned at the pedal 212 of maximum height and connecting
The middle section fixation for stating straight-bar 22 is driven in the top surface of the steel member 1, each side plate 211 of the vertical ladder 21 far from the steel member 1
Edge is equipped with several vertical screw shells 23.
Refering to fig. 1 to Fig. 5 and Fig. 8, in the utility model case study on implementation, the scaffold board 3 is taken respectively in position in identical height
It spends on the pedal 212 of position.The scaffold board 3 can be actually needed according to live 1 construction height of steel member and arbitrarily adjust
Whole height.U-shaped card part 5 is equipped between each pedal 212 and the scaffold board 3, the scaffold board 3 is rectangular steel plates, described
Steel plate is equipped with equally distributed several circular holes 31, and the pedal two is inserted into downwards in two free ends of each U-shaped card part respectively
In the circular hole of side.
Refering to fig. 1, Fig. 2, Fig. 6 and Fig. 7 in the utility model case study on implementation, are equipped at least one above a scaffold board 3
Flak jacket bar 4, the flak jacket bar are reinforcing bar composition, and each flak jacket bar 4 is equipped with a mobile bolt 41 and two Fixed latches 42, institute
Stating mobile bolt 41 includes mobile casing 411 and mobile straight-bar 412, and the mobile casing 411 is steel sleeve, the mobile straight-bar
412 are constituted for reinforcing bar, and the mobile casing 411 and the mobile straight-bar 412 pass through at T-shaped, the mobile casing 411 that welds shape
Be sheathed on outside the flak jacket bar 4, the effect of the mobile bolt 41 be can be adjusted according to operating platform length drive in
The distance between described 1 both ends of steel member, two combination ladder 2.In a kind of situation, the flak jacket bar 4 passes through two Fixed latches 42
It is plugged and fixed with positioned at described 1 the same side of steel member and positioned at the wherein two vertical screw shells 23 of identical height and position,
Another situation is the difference according to operating platform length, by adjusting the mobile bolt 41 in the position of the flak jacket bar 4
The distance between and adjust two combination ladder 2, the flak jacket bar 4 passes through the wherein Fixed latches 42 and the shifting at this time
Dynamic bolt 41 is inserted with positioned at described 1 the same side of steel member and positioned at the wherein two vertical screw shells 23 of identical height and position
Connect fixation.
In the utility model embodiment, the vertical spacing of the vertical screw shell 23 is identical as 212 spacing of pedal,
The effect of vertical screw shell 23 is easy for placing and fixing flak jacket bar 4, protection operator's safety, therefore the flak jacket bar
4 height can do synchronous adjustment according to the height of the scaffold board 3, guarantee the safety of construction personnel.
In the utility model embodiment, two vertical ladders of each combination ladder are placed in the opposite two side tables of the steel member
On face.
The specific structure state sample implementation that the utility model adjustably adjusts steel construction operating platform is explained above, asks below
Cooperate the manufacturing method for illustrating utility model device referring to FIG. 1 to 8 again.
According to the size of the steel member 1 in the utility model embodiment, choose described in L60*5 equal leg angle welded
Two combination ladders 2, the spacing between each pedal 212 is 300mm, and the soldered combination ladder 2 is placed into the steel
On component 1, then chooses the reinforced bar straight thread sleeve 23 of several φ 20 and be welded on each 2 two sides of the combination ladder, each straight thread
The vertical spacing of sleeve 23 is also 300mm.Selection is uniformly distributed round-meshed two rectangular steel plates as the scaffold board 3, according to applying
The needs at work scene take the scaffold board 3 between the combination ladder 2 on the ipsilateral suitable pedal 212, and use U-shaped card
Part 5 is fixed, prevents the scaffold board 3 from sliding.Flak jacket bar 4 described in four reinforcement fabrications using φ 16, the flak jacket bar are chosen again
The two vertical bar dowels of φ 16 are welded as the Fixed latches 42 in both ends.The bar dowel welding for choosing casing and φ 16 is at T-shaped
It is sheathed on outside the flak jacket bar 4 as mobile bolt 41, then by the mobile bolt 41, after the completion of all welding, to weld seam
It carries out grinding process, the two flak jackets bar 4 is installed on 3 top of scaffold board further according to the height of the scaffold board 3, i.e., it is complete
At installation.
Combine accompanying drawings and embodiments that the utility model is described in detail above, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, certain details in embodiment should not be constituted to this reality
With novel restriction, the utility model will be using the range that the appended claims define as the protection scope of the utility model.
Claims (8)
1. a kind of telescopically adjustable steel construction operating platform characterized by comprising
Steel member, for the cuboid of steel plate composition；
Two combination ladders, for stock on the both ends of the steel member, each combination ladder includes two vertical ladders and a straight-bar, described respectively
Two vertical ladders are set to below the both ends of the straight-bar, and each vertical ladder includes two side plates and several between two side plate
Pedal, the straight-bar as two vertical ladder positioned at maximum height pedal and connection be fixedly arranged on the top of two vertical ladder,
Fixed drive in the middle section of the straight-bar sets on the top surface of the steel member, each side board edge of the vertical ladder far from the steel member
There are several buckles；
Two scaffold boards, two scaffold board are respectively arranged on the steel member two sides, and each scaffold board connection is located at the steel structure
Between two vertical ladder of part the same side, each scaffold board both ends are taken respectively on the pedal, the pedal and the foot
Fixing piece is equipped between palm, the pedal is fixedly connected with the scaffold board by the fixing piece；
At least two flak jacket bars are respectively arranged on above two scaffold board, and the flak jacket bar is equipped with a mobile bolt and two and fixes
Bolt, the mobile pin bushing are set to outside the flak jacket bar, and two Fixed latches are set to flak jacket bar both ends, the shield
Body bar by two Fixed latches be located at described steel member the same side and positioned at identical height and position wherein two card
Button is plugged and fixed or the flak jacket bar is by the wherein Fixed latches and the mobile bolt and positioned at the steel member
The same side and be located at identical height and position wherein two it is described buckle be plugged and fixed.
2. telescopically adjustable steel construction operating platform according to claim 1, it is characterised in that: the buckle is vertical spiral shell
Line sleeve.
3. telescopically adjustable steel construction operating platform according to claim 2, it is characterised in that: on two combination ladder
The pedal is equidistantly set between two side plates of each vertical ladder, and the scaffold board is set to position and steps on described in the identical height and position
On plate.
4. telescopically adjustable steel construction operating platform according to claim 3, it is characterised in that: the vertical screw shell
Vertical spacing is identical as the pedal spacing.
5. telescopically adjustable steel construction operating platform according to claim 1, it is characterised in that: the combination ladder is angle steel
It constitutes.
6. telescopically adjustable steel construction operating platform according to claim 1, it is characterised in that: the two of each combination ladder
Vertical ladder is placed on opposite two side surfaces of the steel member.
7. telescopically adjustable steel construction operating platform according to claim 1, it is characterised in that: the fixing piece is U-shaped
Fastener, the scaffold board be rectangular steel plates, the steel plate be equipped with equally distributed several circular holes, the two of each U-shaped card part
Free end is inserted into downwards respectively in the circular hole of the pedal two sides.
8. telescopically adjustable steel construction operating platform according to claim 1, it is characterised in that: the mobile bolt includes
Mobile casing and mobile straight-bar, the mobile casing and the mobile straight-bar are affixed at T-shaped, and the movable sleeving pipe sleeve is set to described
Outside flak jacket bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821836312.6U CN209353659U (en) | 2018-11-08 | 2018-11-08 | Adjustably adjust steel construction operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821836312.6U CN209353659U (en) | 2018-11-08 | 2018-11-08 | Adjustably adjust steel construction operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209353659U true CN209353659U (en) | 2019-09-06 |
Family
ID=67783394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821836312.6U Active CN209353659U (en) | 2018-11-08 | 2018-11-08 | Adjustably adjust steel construction operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209353659U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005545A (en) * | 2019-12-31 | 2020-04-14 | 上海市机械施工集团有限公司 | Construction device and method for steel structure |
-
2018
- 2018-11-08 CN CN201821836312.6U patent/CN209353659U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005545A (en) * | 2019-12-31 | 2020-04-14 | 上海市机械施工集团有限公司 | Construction device and method for steel structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |