CN207003983U - A kind of high-altitude English truss platform for construction - Google Patents
A kind of high-altitude English truss platform for construction Download PDFInfo
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- CN207003983U CN207003983U CN201720960013.2U CN201720960013U CN207003983U CN 207003983 U CN207003983 U CN 207003983U CN 201720960013 U CN201720960013 U CN 201720960013U CN 207003983 U CN207003983 U CN 207003983U
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- english truss
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- truss
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Abstract
The utility model discloses a kind of high-altitude English truss platform for construction, it is made up of crossbeam and English truss, wherein the English truss is made up of horizontal double flute steel, oblique double flute steel, rectangular steel pipe, vertical double flute steel；Horizontal double flute steel is connected with the oblique double flute steel by bolt one, is connected with vertical double flute steel by bearing pin；Oblique double flute steel is connected with vertical double flute steel by bolt one；Connected between rectangular steel pipe and horizontal double flute steel, oblique double flute steel, vertical double flute steel by bearing pin；English truss passes through upper node, lower node and wall connecting；Steel wire rope draw ring is provided with the middle part of horizontal double flute steel, steel wire rope draw ring is connected by steel wire rope with steel wire rope connector.The utility model has the advantages that efficiency of construction is high, had a safety feature, load-bearing load is big, while also has high recycling rate, saves the green construction features such as construction site.
Description
Technical field
It the utility model is related to construction equipment field, and in particular to a kind of high-altitude English truss for construction
Platform.
Background technology
Operating platform or support platform when traditional architecture engineering high and medium cantilevered structure is constructed, mostly using landing leg hand
Frame and builder's jack, this there is construction it is inconvenient, it is scaffold it is cumbersome for installation, need that raw material are more, increase construction team
The shortcomings such as burden, provide operating platform, support body support platform so being badly in need of developing a kind of suspended structure at high altitude, solve outstanding
Structure high-altitude construction difficult problem is chosen, while ensures construction safety.
Utility model content
To overcome drawbacks described above, the purpose of this utility model is to provide a kind of high-altitude English truss for construction and put down
Platform, operating platform, support body support platform are provided for suspended structure at high altitude, solve cantilevered structure high-altitude construction difficult problem.
A kind of high-altitude English truss platform for construction, it is made up of crossbeam and English truss, wherein the triangle
Truss is made up of horizontal double flute steel, oblique double flute steel, rectangular steel pipe, vertical double flute steel；The horizontal double flute steel with it is described oblique
Double flute steel is connected by bolt one, is connected with the vertical double flute steel by bearing pin；The oblique double flute steel with it is described vertical double
Channel-section steel is connected by bolt one；Pass through between the rectangular steel pipe and the horizontal double flute steel, oblique double flute steel, vertical double flute steel
Bearing pin connects；The horizontal double flute steel, oblique double flute steel, steel pipe is provided with vertical double flute steel；The horizontal double flute steel
Middle part is provided with steel wire rope draw ring, and the steel wire rope draw ring is connected by steel wire rope with steel wire rope connector, and the steel wire rope connects
Fitting is arranged on wall, and the steel wire rope connector by being embedded in the embedded part plate one of wall, screw rod one, climbing cone one, steel wire rope in advance
Hanging seat, the nut one of connecting screw one, packing ring one form, and the embedded part plate one, climb cone and one are connected and are embedded in the screw rod one
In wall, the nut one connects the outside that the screw rod is exposed to the wall in the lump, and the steel wire rope hanging seat hangs on naked
It is exposed on the screw rod one outside the wall；The English truss passes through upper node, lower node and wall connecting；The upper node
The end face of place's English truss is provided with U-shaped gap；The crossbeam is connected with English truss by Screw arbor with nut at both-ends, the Screw arbor with nut at both-ends by
Screw rod, nut two, packing ring two, to draw steel plate composition.
As the first preferred scheme, the English truss is right angle trigonometry truss.
Further, the upper node of the English truss by being embedded in the embedded part plate two of wall, screw rod two, climbing cone two and even in advance
The nut two for connecing screw rod two forms；The lower node of the English truss by being embedded in the embedded part plate three of wall, screw rod three, climbing cone in advance
3rd, the wing nut of steel plate and connecting screw three forms；The steel plate is provided with horizontal ellipse hole.
As second of preferred scheme, the English truss is external corner right angle trigonometry truss.
Further, the upper node of the English truss is consistent with lower node structure, by the embedded part plate for being embedded in wall in advance
4th, screw rod four, climb cone four, connecting screw four nut four, turn to hanging seat, connection hanging seat and the English truss of turning to
Bolt two forms；The end face of English truss is provided with horizontal ellipse hole at the lower node.
Further, the nut two of the Screw arbor with nut at both-ends, packing ring two, to draw steel plate quantity be two.
A kind of high-altitude English truss platform for construction of the utility model, compared with prior art, it is beneficial to effect
Fruit is:The utility model consolidates the truss platform of principle making using gusseted, has efficiency of construction height, security performance
Well, the advantages that load-bearing load is big, traditional floor scaffolding and a series of shortcomings of builder's jack have been abandoned, while also there is weight
Multiple utilization rate is high, saves the green construction features such as construction site.
Brief description of the drawings
Fig. 1 is the use state figure of the first preferred scheme of the utility model；
Fig. 2 is the use state figure of second of preferred scheme of the utility model；
Fig. 3 is the structural representation of the first preferred scheme of the utility model；
Fig. 4 is the structural representation of second of preferred scheme of the utility model；
Fig. 5 is the K of English truss of the present utility model to schematic diagram；
Fig. 6 is the partial enlarged drawing of node on the utility model the first preferred scheme；
Fig. 7 is the partial enlarged drawing of the first preferred scheme lower node of the utility model；
Fig. 8 is node, the partial enlarged drawing of lower node on second of preferred scheme of the utility model；
Fig. 9 is node, the top view of lower node on second of preferred scheme of the utility model；
Figure 10 is the partial enlarged drawing of steel wire rope connector of the present utility model；
Figure 11 is the structural representation of Screw arbor with nut at both-ends of the present utility model；
Figure 12 is the connection diagram of crossbeam of the present utility model and English truss.
Shown in figure, the horizontal double flute steel of 1- crossbeams, 2- English trusses, 3-, the oblique double flute steel of 4-, 5- rectangular steel pipes, 6- are erected
Cone three, 11- steel plates are climbed to double flute steel, 7- lower nodes, 8- embedded parts plate three, 9- screw rods three, 10-, 12- wing nuts, are saved on 13-
Point, 14- embedded parts plate two, 15- screw rods two, 16- climb cone two, 17- nuts two, 18- steel wire ropes connector, 19- embedded parts plate one, 20-
Screw rod one, 21- climb cone one, 22- steel wire ropes hanging seat, 23- nuts one, 24- packing rings one, 25- walls, 26- bearing pins, 27- steel wire ropes,
28- steel wire ropes draw ring, 29- steel pipes, 30- bolts one, 31- Screw arbor with nut at both-ends, 32- screw rods, 33- nuts two, 34- packing rings two, 35- pairs
Draw steel plate, 36- embedded parts plate four, 37- screw rods four, 38- to climb cone four, 39- nuts four, 40- and turn to hanging seat, 41- bolts two.
Embodiment
Principle of the present utility model and feature are described with reference to embodiments, illustrated embodiment is served only for explaining this
Utility model, it is not intended to limit the scope of the utility model.
Embodiment 1
As shown in Fig. 1,3,5,6,7,10,11,12, a kind of high-altitude English truss platform for construction, by crossbeam 1
Formed with English truss 2, wherein the English truss 2 is by horizontal double flute steel 3, oblique double flute steel 4, rectangular steel pipe 5, vertical double flute
Steel 6 forms；The horizontal double flute steel 3 is connected with the oblique double flute steel 4 by bolt 1, logical with the vertical double flute steel 6
Bearing pin 26 is crossed to connect；The oblique double flute steel 4 is connected with the vertical double flute steel 6 by bolt 1；The rectangular steel pipe 5 with
Connected between the horizontal double flute steel 3, oblique double flute steel 4, vertical double flute steel 6 by bearing pin 26；The horizontal double flute steel 3, tiltedly
Steel pipe 29 is provided with to double flute steel 4, vertical double flute steel 6；The middle part of the horizontal double flute steel 3 is provided with steel wire rope draw ring
28, the steel wire rope draw ring 28 is connected by steel wire rope 27 with steel wire rope connector 18, and the steel wire rope connector 18 is arranged on
On wall 25, the steel wire rope connector 18 by being embedded in the embedded part plate 1 of wall 25, screw rod 1, climbing cone 1, steel wire in advance
Rope hanging seat 22, the nut 1 of connecting screw 1, packing ring 1 form, and the embedded part plate 1, climb cone 1 and the spiral shell
Bar 1 is connected and is embedded in wall 25, and the nut 1 connects the screw rod 1 and is exposed to the outer of the wall 25
Portion, the steel wire rope hanging seat 22 are hung on the exposed screw rod 1 outside the wall 25；The English truss 2 is by upper
Node 13, lower node 7 are connected with wall 25；The end face of English truss is provided with U-shaped gap at the upper node 13；The crossbeam 1
Be connected with English truss 2 by Screw arbor with nut at both-ends 31, the Screw arbor with nut at both-ends 31 by screw rod 32, nut 2 33, packing ring 2 34, to draw steel
Plate 35 forms；The English truss 2 is right angle trigonometry truss.
The upper node 13 of English truss 2 by being embedded in the embedded part plate 2 14 of wall 25, screw rod 2 15, climbing cone 2 16 and connection in advance
The nut 2 17 of screw rod 2 15 forms；The lower node 7 of the English truss 2 by being embedded in embedded part plate 38, the screw rod three of wall 25 in advance
9th, the wing nut 12 for climbing cone 3 10, steel plate 11 and connecting screw 39 forms；The steel plate 11 is provided with horizontal ellipse hole.
The nut 2 33 of Screw arbor with nut at both-ends 31, packing ring 2 34, it is two to the quantity for drawing steel plate 35.
Embodiment 2
As shown in Fig. 2,4,5,8,9,10,11,12, a kind of high-altitude English truss platform for construction, by crossbeam 1
Formed with English truss 2, wherein the English truss 2 is by horizontal double flute steel 3, oblique double flute steel 4, rectangular steel pipe 5, vertical double flute
Steel 6 forms；The horizontal double flute steel 3 is connected with the oblique double flute steel 4 by bolt 1, logical with the vertical double flute steel 6
Bearing pin 26 is crossed to connect；The oblique double flute steel 4 is connected with the vertical double flute steel 6 by bolt 1；The rectangular steel pipe 5 with
Connected between the horizontal double flute steel 3, oblique double flute steel 4, vertical double flute steel 6 by bearing pin 26；The horizontal double flute steel 3, tiltedly
Steel pipe 29 is provided with to double flute steel 4, vertical double flute steel 6；The middle part of the horizontal double flute steel 3 is provided with steel wire rope draw ring
28, the steel wire rope draw ring 28 is connected by steel wire rope 27 with steel wire rope connector 18, and the steel wire rope connector 18 is arranged on
On wall 25, the steel wire rope connector 18 by being embedded in the embedded part plate 1 of wall 25, screw rod 1, climbing cone 1, steel wire in advance
Rope hanging seat 22, the nut 1 of connecting screw 1, packing ring 1 form, and the embedded part plate 1, climb cone 1 and the spiral shell
Bar 1 is connected and is embedded in wall 25, and the nut 1 connects the screw rod 1 and is exposed to the outer of the wall 25
Portion, the steel wire rope hanging seat 22 are hung on the exposed screw rod 1 outside the wall 25；The English truss 2 is by upper
Node 13, lower node 7 are connected with wall 25；The end face of English truss is provided with U-shaped gap at the upper node 13；The crossbeam 1
Be connected with English truss 2 by Screw arbor with nut at both-ends 31, the Screw arbor with nut at both-ends 31 by screw rod 32, nut 2 33, packing ring 2 34, to draw steel
Plate 35 forms；The English truss 2 is external corner right angle trigonometry truss.
The upper node 7 of the English truss 2 is consistent with the structure of lower node 13, by the embedded part plate four for being embedded in wall 25 in advance
36th, screw rod 4 37, climb cone 4 38, the nut 4 39 of connecting screw 4 37, turn to hanging seat 40, the connection steering hanging seat 40 and institute
The bolt 2 41 for stating English truss 2 forms；The end face of English truss is provided with horizontal ellipse hole at the lower node 7.
The nut 2 33 of the Screw arbor with nut at both-ends 31, packing ring 2 34, it is two to the quantity for drawing steel plate 35.
The utility model is achieved in the following ways：When as shown in Figure 1, 2, using the utility model, first, embedded part
Plate 1, screw rod 1, climb and bore one 21, embedded part plate 2 14, screw rod 2 15, climb and bore 2 16, embedded part plate 38, screw rod 39, climb cone
3 10, embedded part plate 4 36, screw rod 4 37, climb cone and 4 38 be embedded in advance in wall 25 in advance.Second, on ground by 2 groups of English truss
Install, assembling sequence is：First horizontal double flute steel 3 is connected with oblique double flute steel 4 with bolt 1, oblique double flute steel 4 with it is vertical
Double flute steel 6 is connected with bolt 1, and vertical double flute steel 6 is connected with horizontal double flute steel 3 with bearing pin 26, then again by rectangular steel pipe 5
It is connected to bearing pin 26 in horizontal double flute steel 3, oblique double flute steel 4 and vertical double flute steel 6.3rd, by nut 2 17 and screw rod two
15 connections, then the right angle trigonometry truss assembled is hung on screw rod 2 15；Pass through the ellipse hole on steel plate 11 at lower node 7
The perpendicularity of right angle trigonometry truss is adjusted, wing nut 12 is then screwed into screw rod 39 and fixes right angle trigonometry truss；Again in sun
Hanging seat 40 will be turned at angle to be fixed on screw rod 4 37 with nut 4 39, by external corner right angle trigonometry truss by bolt 2 41 with turning
Connect, the nut 1 of steel wire rope hanging seat 22, packing ring 1 are connected on screw rod 1, then connected with steel wire rope 27 to hanging seat 40
Connect steel wire rope draw ring 28 and steel wire rope hanging seat 22.4th, crossbeam 1 is connected with English truss 2 by Screw arbor with nut at both-ends 31.Finally,
Corresponded in English truss platform upper laying checkered steel plate as steel platform, or the laying lumps of wood, multi-layer sheet as wooden platform
The position top of crossbeam 1 can set up support system of the scaffold as cantilevered structure, horizontal double flute steel 3, oblique double flute steel 4,
The steel pipe 29 set on vertical double flute steel 6 can be used for the installation of bridging.
The scope of protection of the utility model is not limited to the technical scheme disclosed in embodiment, every according to this practicality
Any modification, equivalent substitution and improvements that new technical spirit is made to above example etc., each fall within guarantor of the present utility model
Protect scope.
Claims (6)
- A kind of 1. high-altitude English truss platform for construction, it is characterised in that：The high-altitude English truss platform is by crossbeam （1）And English truss（2）Composition, wherein the English truss（2）By horizontal double flute steel（3）, oblique double flute steel（4）, rectangle steel Pipe（5）, vertical double flute steel（6）Composition；The horizontal double flute steel（3）With the oblique double flute steel（4）Pass through bolt one（30）Even Connect, with the vertical double flute steel（6）Pass through bearing pin（26）Connection；The oblique double flute steel（4）With the vertical double flute steel（6）It is logical Cross bolt one（30）Connection；The rectangular steel pipe（5）With the horizontal double flute steel（3）, oblique double flute steel（4）, vertical double flute steel （6）Between pass through bearing pin（26）Connection；The horizontal double flute steel（3）, oblique double flute steel（4）, vertical double flute steel（6）On be respectively provided with There is steel pipe（29）；The horizontal double flute steel（3）Middle part be provided with steel wire rope draw ring（28）, the steel wire rope draw ring（28）Pass through Steel wire rope（27）With steel wire rope connector（18）Connection, the steel wire rope connector（18）It is arranged on wall（25）On, the steel Cord connector（18）By being embedded in wall in advance（25）Embedded part plate one（19）, screw rod one（20）, climb cone one（21）, steel wire rope hanging seat （22）, connecting screw one（20）Nut one（23）, packing ring one（24）Composition, the embedded part plate one（19）, climb cone one（21）With The screw rod one（20）Connect and be embedded in wall（25）It is interior, the nut one（23）Connect the screw rod one（20）And it is exposed to institute State wall（25）Outside, the steel wire rope hanging seat（22）Hang on exposed in the wall（25）Outside screw rod one（20） On；The English truss（2）Pass through upper node（13）, lower node（7）With wall（25）Connection；The upper node（13）Locate triangle The end face of truss is provided with U-shaped gap；The crossbeam（1）With English truss（2）Pass through Screw arbor with nut at both-ends（31）Connection, described pair of drawing spiral shell Bar（31）By screw rod（32）, nut two（33）, packing ring two（34）, to draw steel plate（35）Composition.
- 2. it is used for the high-altitude English truss platform of construction as claimed in claim 1, it is characterised in that：The English truss （2）For right angle trigonometry truss.
- 3. it is used for the high-altitude English truss platform of construction as claimed in claim 1 or 2, it is characterised in that：The triangle Truss（2）Upper node（13）By being embedded in wall in advance（25）Embedded part plate two（14）, screw rod two（15）, climb cone two（16）And connection Screw rod two（15）Nut two（17）Composition；The English truss（2）Lower node（7）By being embedded in wall in advance（25）Embedded part plate Three（8）, screw rod three（9）, climb cone three（10）, steel plate（11）With connecting screw three（9）Wing nut（12）Composition；The steel plate （11）Provided with horizontal ellipse hole.
- 4. it is used for the high-altitude English truss platform of construction as claimed in claim 1, it is characterised in that：The English truss （2）For external corner right angle trigonometry truss.
- 5. the high-altitude English truss platform for construction as described in claim 1 or 4, it is characterised in that：The triangle Truss（2）Upper node（7）With lower node（13）Structure is consistent, by being embedded in wall in advance（25）Embedded part plate four（36）, screw rod Four（37）, climb cone four（38）, connecting screw four（37）Nut four（39）, turn to hanging seat（40）, the connection steering hanging seat （40）With the English truss（2）Bolt two（41）Composition；The lower node（7）Locate the end face of English truss provided with laterally ellipse Circular apertures.
- 6. it is used for the high-altitude English truss platform of construction as claimed in claim 1, it is characterised in that：The Screw arbor with nut at both-ends （31）Nut two（33）, packing ring two（34）, to draw steel plate（35）Quantity be two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960013.2U CN207003983U (en) | 2017-08-03 | 2017-08-03 | A kind of high-altitude English truss platform for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720960013.2U CN207003983U (en) | 2017-08-03 | 2017-08-03 | A kind of high-altitude English truss platform for construction |
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| Publication Number | Publication Date |
|---|---|
| CN207003983U true CN207003983U (en) | 2018-02-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720960013.2U Active CN207003983U (en) | 2017-08-03 | 2017-08-03 | A kind of high-altitude English truss platform for construction |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268967A (en) * | 2017-08-03 | 2017-10-20 | 北京城建六建设集团有限公司 | A kind of high-altitude English truss platform for construction |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
-
2017
- 2017-08-03 CN CN201720960013.2U patent/CN207003983U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268967A (en) * | 2017-08-03 | 2017-10-20 | 北京城建六建设集团有限公司 | A kind of high-altitude English truss platform for construction |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
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