CN206308988U - Tool-type combination construction pylon - Google Patents
Tool-type combination construction pylon Download PDFInfo
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- CN206308988U CN206308988U CN201621226809.7U CN201621226809U CN206308988U CN 206308988 U CN206308988 U CN 206308988U CN 201621226809 U CN201621226809 U CN 201621226809U CN 206308988 U CN206308988 U CN 206308988U
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Abstract
The utility model is related to a kind of tool-type combination construction pylon, it includes base pole, the unit framework of multilayer connection stacked on top of one another and the jacking pole being connected with one unit framework in the top, base pole bottom is connected with ground, top is connected with a bottom unit framework, each unit framework is built into lattice flat column by four vertically arranged right angled triangle supports from four side splicings all around, right angled triangle support includes vertical bar, transverse bar, brace and vertical quarter butt, vertical bar one end is provided with the first vertical inserted link, the other end is provided with the second jack, vertical quarter butt one end is provided with the first jack matched with the first inserted link, other end end is provided with the second inserted link matched with the second jack, adjacent one right angle of right angled triangle support in left and right is down, another right angle is upward；Compared with prior art, the construction of the utility model product is simple to operation, combination builds that convenient and swift, pylon is more steady firm and service life is longer.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of working pylon of eminence.
Background technology
Pylon belongs to combination steel construction eminence construction product.Pylon it is widely used, be mainly used in concrete mould board mount,
The purposes such as external scaffolding, internal scaffolding, active job platform, Construction of Steel Structure vertical supporting.But existing support, scaffold, work
The construction procedures such as industry platform are complicated, build time-consuming more long, and stability and service life also have much room for improvement.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of construction be simple and convenient to operate, combine build fast,
The longer tool-type combination construction pylon of more steady firm and usage cycles.
The technical scheme that the utility model solves above-mentioned technical problem is as follows：
A kind of tool-type combination is constructed pylon, base pole that it includes being connected with ground, multilayer connection stacked on top of one another
Unit framework and jacking pole, the bottom of the base pole are connected with ground, the one layer of unit frame in its top and bottom
The bottom connection of frame, the bottom of the jacking pole is connected with the top of one layer of unit framework topmost, each described list
First framework is built into lattice square column by four vertically arranged right angled triangle supports from four side splicings all around
Shape；
The right angled triangle support includes vertical bar, transverse bar, brace and vertical quarter butt, one end of the transverse bar
End is vertical with one end lateral wall of the vertical bar to be fixedly connected, and its other end end is hung down with the lateral wall of the vertical quarter butt
Directly it is fixedly connected, one end end of the brace is fixedly connected with the other end lateral wall of the vertical bar, its other end end
Lateral wall with the vertical quarter butt is fixedly connected, and one end end of the vertical bar is fixedly connected with what is vertically extended
First inserted link, its other end end is provided with the second jack for vertically extending, and one end end of the vertical quarter butt is provided with
The first jack matched with the shape size of first inserted link, its other end end is fixedly connected with and second jack
The second inserted link for matching of shape size, adjacent two right angled triangle supports, one right angle in left and right is down, another
Individual right angle upward, and by mutual corresponding first inserted link and the first jack or mutual corresponding second inserted link and the second jack
Grafting, neighbouring two unit frameworks pass through mutual corresponding first inserted link and the first jack and mutual corresponding
Second inserted link and the second jack grafting.
Compared with prior art, the beneficial effects of the utility model are：
The utility model product is mainly spliced using particular combination mode by right angled triangle support and built, construction letter
Single, easy to operate, combination builds that quick, more steady firm and usage cycles are longer, and specific advantage is as follows：
1st, rational in infrastructure, stress clearly, can preferably play material load-carrying properties, and bearing capacity is big, per layer unit framework (i.e.
The pylon unit that the splicing of every four right angled triangle supports is built) pressure of more than 120kN can be carried；
2nd, Stability Analysis of Structures, good integrity, anti-unstability ability is strong, can efficiently control erection, using and demolishing process in can
The deformation that can occur, it is to avoid the unfavorable stresses such as eccentric stand under load occur, it is safe and reliable；
3rd, assemble and disassemble flexibly, it is easy to operate；
4th, tool-type reuse, moderate cost, compared with fastener type and bowl buckle scaffold, can reduce steel pipe scaffolding input
Amount more than 15%, saves operating expenses about 10%.
On the basis of above-mentioned technical proposal, the utility model can also do following improvement.
Used as a kind of preferred embodiment of the present utility model, the base pole includes four pylons being connected with ground
Base, two the first termination connecting rods and two oblique pull connecting rods in " H " shape, four tower mount arranged distributions are in
Square, two first termination connecting rods are oppositely arranged, and underlying two ends of each first termination connecting rod
Be fixedly connected or grafting with the top of corresponding tower mount respectively, its two end above with bottom one layer of institute
State unit framework grafting, two oblique pull connecting rods are arranged in a crossed manner, and each oblique pull connecting rod two ends respectively with two institutes
The first termination connecting rod corresponding end above is stated to be fixedly connected or be detachably connected.
Beneficial effect using above-mentioned preferred scheme is：So that the structure of pylon is more stablized, globality is more preferable, anti-unstability
Ability is stronger, can more effectively control erection, using and demolishing process in the deformation that may occur, it is to avoid there is eccentric stand under load
Etc. unfavorable stress, using more safe and reliable.
As another preferred embodiment of the present utility model, the tower mount include horizontally disposed chassis and
The pillar being vertically arranged, the chassis is connected with ground, and the pillar is located at the top on the chassis, its bottom and the chassis
Top center at be vertically fixedly connected, its top and corresponding first termination connecting rod are connected.
Beneficial effect using above-mentioned preferred scheme is：Tower mount support tower is more steady, and anti-unstability ability is stronger,
Using more safe and reliable.
Used as another preferred embodiment of the present utility model, the chassis is connected by swell fixture with ground.
Beneficial effect using above-mentioned preferred scheme is：Tower mount is connected more firm with ground, and support tower is more
Steadily, anti-unstability ability is stronger, using more safe and reliable.
Used as another preferred embodiment of the present utility model, the two ends of the oblique pull connecting rod have been respectively fixedly connected with
The collar, and connected by the collar corresponding end above with corresponding first termination connecting rod respectively.
Beneficial effect using above-mentioned preferred scheme is：Making, structure more stable, the anti-unstability ability of pylon is stronger
Meanwhile, more flexibly, operation more facilitates for assembly and disassembly.
Used as another preferred embodiment of the present utility model, the collar is welded with the end of the oblique pull connecting rod
Or be integrally formed.
Beneficial effect using above-mentioned preferred scheme is：It is more firm to be fixedly connected, and operation more facilitates, and implementation is more held
Easily, cost is lower.
Used as another preferred embodiment of the present utility model, the jacking pole includes two in the second of " H " shape
Termination connecting rod and four pylon jackings, two second termination connecting rods are oppositely arranged, and each second termination connecting rod
Underlying two ends are fixedly connected or grafting with the top of one layer of unit framework topmost, four pylons
Jacking arranged distribution is square, and corresponding end above with corresponding second termination connecting rod respectively be fixedly connected or
Grafting.
Beneficial effect using above-mentioned preferred scheme is：So that the structure of pylon is more stablized, can more effectively control
Set up, using and demolishing process in the deformation that may occur, it is to avoid there are the unfavorable stresses such as eccentric stand under load, using more pacifying
It is complete reliable.
As another preferred embodiment of the present utility model, the pylon jacking include the column that is vertically arranged with
And " U "-shaped jacking body, the column is located at the lower section of the jacking body, the bottom of its top and the jacking body
It is fixedly connected, its bottom connects with corresponding second termination connecting rod.
Beneficial effect using above-mentioned preferred scheme is：Operation more facilitates, and implements to be more prone to, and cost is lower, uses
It is more safe and reliable.
Used as another preferred embodiment of the present utility model, the vertical bar is fixed near one end end of transverse bar
The first inserted link for vertically extending is connected with, its other end end is provided with the second jack for vertically extending, described
Vertical quarter butt is provided with the first jack matched with the shape size of first inserted link near one end end of transverse bar, and its is another
One end end is fixedly connected with the second inserted link matched with the shape size of second jack, one end of the vertical quarter butt
Lateral wall is fixedly connected with one end end of corresponding transverse bar, and other end lateral wall is consolidated with one end end of corresponding vertical bar
Fixed connection.
Beneficial effect using above-mentioned preferred scheme is：Making, structure more stable, the anti-unstability ability of pylon is stronger
Meanwhile, more flexibly, operation more facilitates for assembly and disassembly.
Used as another preferred embodiment of the present utility model, first inserted link is welded with the end of the vertical bar
Or be integrally formed, second inserted link is welded or is integrally formed with the end of the vertical quarter butt.
Beneficial effect using above-mentioned preferred scheme is：It is more firm to be fixedly connected, and operation more facilitates, and implementation is more held
Easily, cost is lower.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model product；
Fig. 2 is the attachment structure schematic diagram of adjacent two layers unit framework in the utility model；
Fig. 3 is the planar development schematic diagram of three-layer unit framework in the utility model；
Fig. 4 is the attachment structure schematic diagram of base pole and unit framework in the utility model；
Fig. 5 is the attachment structure schematic diagram of jacking pole and unit framework in the utility model；
Fig. 6 is a kind of structural representation of scheme of right angled triangle support in the utility model；
Fig. 7 is the structural representation of right angled triangle support another kind scheme in the utility model；
Fig. 8 is the structural representation of tower mount in the utility model；
Fig. 9 is the structural representation of pylon jacking in the utility model；
In accompanying drawing, the list of parts representated by each label is as follows：
1st, base pole, 2, unit framework, 3, jacking pole, 4, right angled triangle support, 5, transverse bar, 6, vertical bar,
7th, brace, 8, vertical quarter butt, the 9, first inserted link, the 10, second inserted link, the 11, first jack, the 12, second jack, 13, tower mount,
14th, the first termination connecting rod, the 15, second termination connecting rod, 16, pylon jacking, 17, oblique pull connecting rod, 18, pillar, 19, bottom
Disk, 20, column, 21, jacking body.
Specific embodiment
Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is served only for explaining this practicality
It is new, it is not intended to limit scope of the present utility model.
Embodiment
As shown in Figures 1 to 9, a kind of tool-type combination construction pylon is base pole 1 that it includes being connected with ground, more
The unit framework 2 of layer connection stacked on top of one another and jacking pole 3.The bottom of the base pole 1 is connected with ground, at the top of it and most
One layer of bottom connection of the unit framework 2 below.The bottom of the jacking pole 3 and one layer of unit framework 2 topmost
Top connection.Each described unit framework 2 is by four vertically arranged right angled triangle supports 4 from four sides all around
Face splicing is built into lattice flat column.
The right angled triangle support 4 includes vertical bar 6, transverse bar 5, brace 7 and vertical quarter butt 8.The transverse bar 5
One end end it is vertical with one end lateral wall of the vertical bar 6 be fixedly connected, its other end end and the vertical quarter butt 8
Lateral wall is vertically fixedly connected.One end end of the brace 7 is fixedly connected with the other end lateral wall of the vertical bar 6, its
Other end end is fixedly connected with the lateral wall of the vertical quarter butt 8.Can be one end lateral wall of the vertical quarter butt 8 with it is right
One end end of the transverse bar 5 answered is fixedly connected, and other end lateral wall is fixedly connected with one end end of corresponding vertical bar 6；
Can also be lateral wall one end end, the one of corresponding vertical bar 6 respectively with corresponding transverse bar 5 at the middle part of vertical quarter butt 8
End end is fixedly connected.Mode is fixedly connected preferably to be welding or be integrally formed.
One end end of the vertical bar 6 is fixedly connected with the first inserted link 9 for vertically extending, its other end end
It is provided with the second jack 12 for vertically extending.One end end of the vertical quarter butt 8 is provided with the shape with first inserted link 9
The first jack 11 that shape size matches, its other end end is fixedly connected with the shape size phase with second jack 12
The second inserted link 10 matched somebody with somebody.First inserted link 9 is preferably welding with the end of the vertical bar 6 or is integrally formed, described second
Inserted link 10 is preferably welding with the end of the vertical quarter butt 8 or is integrally formed.
Adjacent two right angled triangle supports, 4 one right angles in left and right down, another right angle upward, and by phase
Mutual corresponding first inserted link 9 and the first jack 11 or mutually corresponding second inserted link, 10 and second jack 12 grafting；Phase up and down
Two adjacent unit frameworks 2 pass through mutual corresponding first inserted link 9 and are inserted with the first jack 11 and mutually corresponding second
The grafting of 10 and second jack of bar 12.
The base pole 1 includes that four tower mounts, 13, two the first terminations in " H " shape being connected with ground connect
Bar 14 and two oblique pull connecting rods 17.Four arranged distributions of the tower mount 13 are square, two first terminations
Connecting rod 14 is oppositely arranged, and each underlying two end of the first termination connecting rod 14 respectively with corresponding tower mount
13 top is fixedly connected or grafting, its two end above with bottom one layer of unit framework 2 grafting.Two
The individual oblique pull connecting rod 17 is arranged in a crossed manner, and the first termination described with two is connected respectively at the two ends of each oblique pull connecting rod 17
The corresponding end above of bar 14 is fixedly connected or is detachably connected.For example：The two ends of the oblique pull connecting rod 17 are solid respectively
Surely it is connected with the collar, and is connected by the collar corresponding end above with corresponding first termination connecting rod 14 respectively
Connect；The collar is preferably welding with the end of the oblique pull connecting rod 17 or is integrally formed.
As shown in figure 8, the tower mount 13 includes horizontally disposed chassis 19 and the pillar 18 being vertically arranged.It is described
Chassis 19 is connected with ground, for example, be connected with ground by swell fixture.The pillar 18 is located at the top on the chassis 19, its
Bottom is vertical with the top center on the chassis 19 to be fixedly connected, and its top is fixed with corresponding first termination connecting rod 14 and connected
Connect or grafting.
The jacking pole 3 includes two the second termination connecting rods 15 and four pylon jackings 16 in " H " shape, two institutes
The second termination connecting rod 15 is stated to be oppositely arranged, and each underlying two end of the second termination connecting rod 15 with topmost
The top of one layer of unit framework 2 is fixedly connected or grafting, and four arranged distributions of pylon jacking 16 are square, and point
Corresponding end not above with corresponding second termination connecting rod 15 is fixedly connected or grafting.
As shown in figure 9, the pylon jacking 16 includes the column 20 and " U "-shaped jacking body that are vertically arranged
21, the column 20 is located at the lower section of the jacking body 21, and its top is fixedly connected with the bottom of the jacking body 21, its
Bottom and the connection of the top of corresponding unit framework 2.
In the utility model, the preferably Height Adjustable adjustable base of tower mount 13, the preferred height of pylon jacking 16 can
The adjustable jack of regulation, right angled triangle support 4 preferably includes right angled triangle support main part (such as Fig. 6) and right angled triangle is adjusted
One integral piece (such as Fig. 7), both width are identical, height is different, and the length of vertical bar 6 of right angled triangle support main part is more long, right angle three
The length of the vertical bar 6 of angular support frame adjustment part is shorter；When engineering can not using the height right angled triangle support main part for needing
When satisfaction is required, can be adjusted to actual demands of engineering highly using right angled triangle adjustment part and adjustable base, adjustable jack.
The structure of right angled triangle support 4 is preferably fixedly connected edge in the vertical bar 6 near one end end of transverse bar 5
The first inserted link 9 that vertical direction extends, its other end end sets the second jack 12 for vertically extending；Described vertical
Quarter butt 8 sets the first jack 11 matched with the shape size of first inserted link 9 near one end end of transverse bar 5, its
Other end end is fixedly connected with the second inserted link 10 matched with the shape size of second jack 12.
Tool-type combination construction pylon in the utility model, it is adaptable to eminence construction operation.Its construction procedure is as follows：
Step one, the design of pylon cloth holder, specify working load, determine pylon plane, facade arrangement etc..
Step 2, component are checked and accepted
All basic building blocks must be through that can come into operation after the assay was approved.Inspection project should include：
1st, welding requirements weld seam is full, does not sting the defects such as meat, slag inclusion, crack；
2nd, perpendicularity deviation, every meter high of high tower group frame should be less than or equal to 5mm within 5m, should more than 5m high tower groups frame
Less than or equal to 10mm；
3rd, adjustable jack and whorl of base are intact, without stripped thread, non-corroding, without sealing-off phenomenon.
Step 3, basement process according to pylon scaffolding height, set up place situation according to the requirement to foundation bearing capacity,
Take corresponding measures of foundation treatment.
Step 4, rod member assembling
On processed ground or flooring, adjustable base is laid by design attitude, termination connection and level are installed thereon
Oblique connection, makes A-frame (i.e. unit framework 2) joint of same layer in the same plane, to install top triangle branch
Frame.Assembling sequence is：Adjustable base → termination pull bar → horizontal brace → ground floor A-frame → second layer A-frame,
Take in this order to predetermined altitude.
Pylon assembling typically can be by one group of 2 people (1 people passs component, 1 people assembling).When height exceedes height, can directly exist
One layer of second layer upper berth scaffold board, workman station is assembled above, and so circulation is set up to design height.
Step 5, inspect for acceptance
1st, pylon is checked by the following four stage：
(1) 5m is often set up highly to check and accept once；
(2) reaching design height must check and accept；
(3) run into and must check and accept after 6 grades and more than 6 grades strong wind and heavy rain, heavy snow；
(4) stop work and recovered to be checked and accepted before more than 1 month.
2nd, main contents are checked
(1) whether ground has differential settlement；
(2) whether adjustable base contacts well with ground basal plane；
(3) even whether wall support, safety net reach setting requirements；
(4) whether load exceedes regulation.
3rd, main technical requirements
(1) foundation surface is solid, and backing plate places firm, and draining is unobstructed；
(2) not allowing adjustable base has the phenomenon of loosening；
(3) whole frame perpendicularity deviation should be less than H/500, and maximum deviation is no more than 10mm；
(4) levelness of cross bar, the i.e. difference of height at cross bar two ends should be less than L/500；
(5) all socket requirements are tightly combined.
The dismounting of step 6, pylon
Dismounting should be removed successively from top to bottom.Even wall support can only be just dismountable when removing this layer, forbids tearing tower open
The first company's of tearing open wall support before frame.The component application suspender of dismounting hangs down or manually passs down, forbids throwing.The component of dismounting should be clear in time
Reason, classification is piled up neat.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can in other specific forms realize that this practicality is new
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model, any reference in claim should not be considered as into limitation
Involved claim.
Preferred embodiment of the present utility model is the foregoing is only, is not used to limit the utility model, it is all in this practicality
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in guarantor of the present utility model
Within the scope of shield.
Claims (10)
1. a kind of tool-type combination construction pylon, it is characterised in that on base pole (1) that it includes being connected with ground, multilayer
The unit framework (2) of lower stacking connection and jacking pole (3), the bottom of the base pole (1) is connected with ground, at the top of it and
The bottom connection of bottom one layer of unit framework (2), the bottom of the jacking pole (3) and one layer of unit topmost
The top connection of framework (2), each described unit framework (2) is by four vertically arranged right angled triangle supports (4) the pasts
The side splicing of left and right four afterwards is built into lattice flat column；
The right angled triangle support (4) includes vertical bar (6), transverse bar (5), brace (7) and vertical quarter butt (8), described
One end end of transverse bar (5) is vertical with one end lateral wall of the vertical bar (6) to be fixedly connected, its other end end with it is described
The lateral wall of vertical quarter butt (8) is vertically fixedly connected, one end end of the brace (7) and the other end of the vertical bar (6)
Lateral wall is fixedly connected, and its other end end is fixedly connected with the lateral wall of the vertical quarter butt (8), the vertical bar (6)
One end end is fixedly connected with the first inserted link (9) for vertically extending, and its other end end is provided with and vertically extends
The second jack (12), one end end of the vertical quarter butt (8) is provided with and matches with the shape size of first inserted link (9)
The first jack (11), its other end end is fixedly connected with second matched with the shape size of second jack (12)
Inserted link (10), down, another right angle upward, and leads at adjacent (4) right angles of two right angled triangle supports in left and right
Mutual corresponding first inserted link (9) is crossed with the first jack (11) or mutual corresponding second inserted link (10) and the second jack (12)
Grafting, neighbouring two unit frameworks (2) by mutual corresponding first inserted link (9) and the first jack (11) and
Mutual corresponding second inserted link (10) and the second jack (12) grafting.
2. tool-type combination according to claim 1 construction pylon, it is characterised in that the base pole (1) including with
Four tower mounts (13) of ground connection, two the first termination connecting rods (14) and two oblique pull connecting rods in " H " shape
(17), four tower mount (13) arranged distributions are square, and two first terminations connecting rod (14) are oppositely arranged,
And each top of underlying two ends of the first termination connecting rod (14) respectively with corresponding tower mount (13) is fixed
Connection or grafting, its two end above with bottom one layer of unit framework (2) grafting, two oblique pulls
Connecting rod (17) is arranged in a crossed manner, and each oblique pull connecting rod (17) two ends the first termination connecting rod (14) described with two respectively
Corresponding end above is fixedly connected or is detachably connected.
3. tool-type combination according to claim 2 construction pylon, it is characterised in that the tower mount (13) is including water
The flat chassis (19) for setting and the pillar (18) being vertically arranged, the chassis (19) are connected with ground, pillar (18) position
In the top of the chassis (19), its bottom is vertical with the top center of the chassis (19) to be fixedly connected, its top with it is right
The the first termination connecting rod (14) answered is connected.
4. tool-type combination according to claim 3 construction pylon, it is characterised in that the chassis (19) is by expanding screw
Nail is connected with ground.
5. tool-type combination according to claim 2 construction pylon, it is characterised in that the two of the oblique pull connecting rod (17)
End has been respectively fixedly connected with the collar, and above with corresponding first termination connecting rod (14) by the collar respectively
Corresponding end is connected.
6. tool-type combination according to claim 5 construction pylon, it is characterised in that the collar is connected with the oblique pull
The end welding of bar (17) is integrally formed.
7. tool-type combination according to claim 1 construction pylon, it is characterised in that the jacking pole (3) is including two
Individual the second termination connecting rod (15) and four pylon jackings (16) in " H " shape, two second termination connecting rod (15) phases
To set, and each underlying two end of the second termination connecting rod (15) with topmost one layer of unit framework
(2) it is fixedly connected at the top of or grafting, four pylon jacking (16) arranged distributions are square, and respectively with corresponding
Two termination connecting rods (15) corresponding end above is fixedly connected or grafting.
8. tool-type combination according to claim 7 construction pylon, it is characterised in that the pylon jacking (16) includes
The column (20) and " U "-shaped jacking body (21) being vertically arranged, the column (20) is positioned at the jacking body (21)
Lower section, its top is fixedly connected with the bottom of the jacking body (21), its bottom and corresponding second termination connecting rod
(15) connect.
9. tool-type combination according to claim 1 construction pylon, it is characterised in that the vertical bar (6) is near laterally
One end end of bar (5) is fixedly connected with the first inserted link (9) for vertically extending, and its other end end is provided with along vertical side
To the second jack (12) for extending, the vertical quarter butt (8) is provided with and first inserted link near one end end of transverse bar (5)
(9) the first jack (11) that shape size matches, its other end end is fixedly connected with and second jack (12)
The second inserted link (10) that shape size matches, one end lateral wall and the one of corresponding transverse bar (5) of the vertical quarter butt (8)
End end is fixedly connected, and other end lateral wall is fixedly connected with one end end of corresponding vertical bar (6).
10. tool-type combination according to any one of claim 1 to 9 construction pylon, it is characterised in that described first inserts
The end of bar (9) and the vertical bar (6) is welded or is integrally formed, second inserted link (10) and the vertical quarter butt (8)
Weld or be integrally formed in end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621226809.7U CN206308988U (en) | 2016-11-15 | 2016-11-15 | Tool-type combination construction pylon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621226809.7U CN206308988U (en) | 2016-11-15 | 2016-11-15 | Tool-type combination construction pylon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206308988U true CN206308988U (en) | 2017-07-07 |
Family
ID=59245111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621226809.7U Active CN206308988U (en) | 2016-11-15 | 2016-11-15 | Tool-type combination construction pylon |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206308988U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288154A (en) * | 2017-07-26 | 2017-10-24 | 中交公局海威工程建设有限公司 | A kind of support suitable for pipe gallery slope section sets up structure |
| CN109505402A (en) * | 2019-01-11 | 2019-03-22 | 中铁十六局集团第四工程有限公司 | A kind of full hall support system and construction method based on multilayer truss piece |
| CN115726553A (en) * | 2022-11-30 | 2023-03-03 | 上海宝冶集团有限公司 | Pre-assembling erection method for high and large disc buckle type scaffold |
-
2016
- 2016-11-15 CN CN201621226809.7U patent/CN206308988U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288154A (en) * | 2017-07-26 | 2017-10-24 | 中交公局海威工程建设有限公司 | A kind of support suitable for pipe gallery slope section sets up structure |
| CN109505402A (en) * | 2019-01-11 | 2019-03-22 | 中铁十六局集团第四工程有限公司 | A kind of full hall support system and construction method based on multilayer truss piece |
| CN115726553A (en) * | 2022-11-30 | 2023-03-03 | 上海宝冶集团有限公司 | Pre-assembling erection method for high and large disc buckle type scaffold |
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