CN212773375U - Scaffold for high slope - Google Patents
Scaffold for high slope Download PDFInfo
- Publication number
- CN212773375U CN212773375U CN202021553889.3U CN202021553889U CN212773375U CN 212773375 U CN212773375 U CN 212773375U CN 202021553889 U CN202021553889 U CN 202021553889U CN 212773375 U CN212773375 U CN 212773375U
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- side slope
- scaffold
- anchor
- wire rope
- slope
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Abstract
The utility model relates to a scaffold frame for high slope relates to the field of scaffold frame, including the scaffold frame main part of seting up in the side slope, the side slope corresponds the position of scaffold frame main part is anchored respectively and is inherently gone up anchor assembly and anchor assembly down, the position of going up anchor assembly and anchor assembly down and keeping away from the side slope is connected with wire rope and lower wire rope through last coupling assembling and lower coupling assembling respectively, it all is located the middle part position of scaffold frame main part with lower anchor assembly to go up anchor assembly, the one end of going up anchor assembly is kept away from to the wire rope is connected in the position that the side slope was kept away from in the scaffold frame main part, the one end that anchor assembly was kept away from down to wire rope is connected in the position that the side slope was kept away from in the scaffold frame main part equally, it is all inclined downwards with. This application can be unloaded to scaffold's dead weight.
Description
Technical Field
The application relates to the field of scaffolds, in particular to a scaffold for a high slope.
Background
The scaffold plays an important role in the geological disaster treatment of the high slope. In the treatment of geological disasters, the limit of a construction site is often large, large machinery cannot enter the construction site, and in the treatment of the geological disasters, a construction platform is often required to be erected at a high position, so that the scaffold has the advantages of breaking the whole into parts, being convenient to assemble and disassemble, having large bearing capacity, being relatively economic, being simple to process and having high turnover rate in the treatment of the geological disasters.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: after the scaffold is set up to a take the altitude, because the reason of scaffold self weight for the scaffold that is in the bottom need bear great load, causes the scaffold unstability easily.
SUMMERY OF THE UTILITY MODEL
In order to unload the dead weight of scaffold to improve scaffold's stability, this application provides a scaffold for high slope.
The application provides a scaffold frame for high slope adopts following technical scheme:
the utility model provides a scaffold frame for high slope, is including the scaffold frame main part of seting up in the side slope, the side slope corresponds the position of scaffold frame main part is the inherent anchor subassembly and the anchor subassembly down of anchor respectively, the position of going up anchor subassembly and anchor subassembly down and keeping away from the side slope is connected with wire rope and lower wire rope through last coupling assembling and lower coupling assembling respectively, go up anchor subassembly and anchor subassembly down and all be located the middle part position of scaffold frame main part, the one end of going up the wire rope and keeping away from the anchor subassembly is connected in the position that the side slope was kept away from to the scaffold frame main part, wire rope keeps away from down the one end of anchor subassembly and connects in the position that the side slope was kept away from to the scaffold frame main part equally down, it is all inclined downwards with lower.
Through adopting above-mentioned technical scheme, go up anchor subassembly and anchor subassembly down and all anchor inside the side slope, pull the scaffold body through setting up wire rope and wire rope down and hang, make the load that the scaffold body outside bore shift to the side slope through last wire rope and wire rope down to unload the scaffold body, improve the stability of scaffold body.
Preferably, go up the anchor subassembly including the anchor in stock in the side slope, set up in stock tip and anchor head, the cover in the side slope are located the backing plate and the threaded connection in the stock outside the backing plate and the nut in the stock outside, the stock is kept away from the side slope is stretched out to the one end of anchor head, the backing plate with the nut all is located the side slope outside, the nut is located one side of side slope is kept away from to the backing plate, backing plate and side slope surface butt, the nut tip with the backing plate butt, it is the same with the component part and the relation of connection homogeneous phase of anchor subassembly down to go up the anchor subassembly.
Through adopting above-mentioned technical scheme, the setting of anchor head can be fixed stock and side slope, and the setting of nut can be fixed the backing plate to make backing plate and side slope butt.
Preferably, the upper connecting assembly comprises an upper connecting hook arranged at one end, far away from the anchor head, of an anchor rod of the upper anchoring assembly and a first upper lifting ring arranged at one end of the upper steel wire rope, and the first upper lifting ring is buckled on the upper connecting hook; the lower connecting assembly comprises a lower connecting hook arranged at one end, far away from the anchor head, of the lower anchoring assembly and a second upper hanging ring arranged at one end of the lower steel wire rope, and the second upper hanging ring is buckled with the lower connecting hook.
Through adopting above-mentioned technical scheme, through with first rings lock joint in last hookup department, can be connected between the stock of last anchor subassembly and the last wire rope, through with rings lock joint in hookup department down on the second, can be connected between the stock of anchor subassembly and the lower wire rope down.
Preferably, the scaffold main body comprises a plurality of vertical rods vertically arranged on a side slope and arranged vertically and horizontally, a plurality of transverse horizontal rods used for connecting the transverse vertical rods, and scaffold boards horizontally arranged on the transverse horizontal rods; the pole setting bottom is connected with the side slope through first wall spare, the tip that the scaffold board is close to the side slope is connected with the side slope through a plurality of second wall spares, the tip level that the side slope was kept away from to the scaffold board is provided with the connecting rod, the one end that first last rings were kept away from to last wire rope is provided with first rings down, the one end that second last rings were kept away from to lower wire rope is provided with rings down of second, the connecting rod outside is all located to rings under first rings and the second.
Through adopting above-mentioned technical scheme, locate the connecting rod outside with first rings cover, can be connected between last wire rope and the scaffold frame main part, locate the connecting rod outside with second rings cover, can be connected down between wire rope and the scaffold frame main part.
Preferably, the first connecting wall element comprises a first connecting plate arranged at the lower end of the vertical rod and a plurality of upper explosion bolts penetrating through the first connecting plate and fixed with the side slope.
Through adopting above-mentioned technical scheme, through setting up first connecting plate and a plurality of explosion bolt, can be fixed in the side slope with the pole setting on to improve the joint strength between scaffold frame main part and the side slope.
Preferably, a plurality of the second links the wall spare arrange in the length direction of scaffold board tip, the second links the wall spare including the level set up in the scaffold board near the dead lever of slope tip, set up in the dead lever keeps away from the second connecting plate of scaffold board one end and wears to locate the second connecting plate and with a plurality of well explosive bolt of slope fixation.
Through adopting above-mentioned technical scheme, through setting up second connecting plate and a plurality of well explosion bolt, can fix between scaffold board and the side slope, further improve the joint strength between scaffold frame main part and the side slope.
Preferably, the position that the side slope corresponds the pole setting bottom is provided with same group's fixed plate, the fixed plate with the side slope laminating, the fixed plate is worn to be equipped with a plurality of lower explosion bolts fixed with the side slope, fixed plate outside level is provided with the backup pad, the backup pad is located under the pole setting, the pole setting bottom is fixed with the backup pad top.
Through adopting above-mentioned technical scheme, through setting up the backup pad in scaffold frame main part below for some load of scaffold frame main part can shift to side slope department through the backup pad.
Preferably, the bottom position outside the fixed plate is provided with a support rod in an inclined manner, and one end, far away from the fixed plate, of the support plate is connected with the bottom of the support plate.
Through adopting above-mentioned technical scheme, the joint strength of fixed plate and backup pad can be improved in the setting of bracing piece.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the scaffold main body is pulled and hung by arranging the upper steel wire rope and the lower steel wire rope, so that the load borne by the outer side of the scaffold main body is transferred to a side slope through the upper steel wire rope and the lower steel wire rope, the scaffold main body is unloaded, and the stability of the scaffold main body is improved;
2. through setting up the backup pad in scaffold frame main part below for some loads of scaffold frame main part can shift to side slope department through the backup pad, through setting up the bracing piece, improve the joint strength of fixed plate and backup pad.
Drawings
Fig. 1 is a schematic view of a scaffold for a high slope;
fig. 2 is a side view of a scaffold for a high slope;
fig. 3 is a schematic view of an upper anchoring assembly of a scaffold for high slopes.
Description of reference numerals: 1. a scaffold main body; 2. side slope; 3. a fixing plate; 4. a lower explosive bolt; 5. a support plate; 6. a support bar; 7. erecting a rod; 8. a transverse horizontal bar; 9. a scaffold board; 10. a first connecting plate; 11. mounting an explosive bolt; 12. fixing the rod; 13. a second connecting plate; 14. a medium explosive bolt; 15. feeding a steel wire rope; 16. a steel wire rope is arranged; 17. a connecting rod; 18. an anchor rod; 19. an anchor head; 20. a base plate; 21. a nut; 22. an upper connecting hook; 23. a first upper hoist ring; 24. a first lower suspension ring; 25. a lower connecting hook; 26. a second upper hoist ring; 27. and a second lower lifting ring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses scaffold for high slope. Referring to fig. 1, the scaffold comprises a scaffold main body 1, wherein the scaffold main body 1 is erected at a slope 2 which is obliquely arranged, and the scaffold main body 1 is erected by adopting a method of erecting a step.
The position that side slope 2 corresponds scaffold 1 below is provided with fixed plate 3, fixed plate 3 is the slope setting, fixed plate 3 extends along the length direction of side slope 2, fixed plate 3 is close to one side and the 2 surface laminating of side slope 2 of side slope, fixed plate 3 wears to be equipped with two rows of lower explosion bolts 4, lower explosion bolt 4 is fixed with side slope 2, two rows of lower explosion bolts 4 are located the upper portion position and the lower part position of fixed plate 3 respectively, two rows of lower explosion bolts 4 all arrange along the length direction linearity of fixed plate 3. The top position level that fixed plate 3 kept away from side slope 2 one side is fixed with backup pad 5, and backup pad 5 is located under scaffold frame main part 1, and scaffold frame main part 1 bottom is fixed with backup pad 5 top. The lower part rigidity that fixed plate 3 kept away from 2 one side on the side of side slope has a plurality of bracing pieces 6, and bracing piece 6 is the slope setting, and the one end that fixed plate 3 was kept away from to bracing piece 6 and the rigidity that side slope 2 was kept away from to 5 bottom surfaces of backup pad, and the linear range in the length direction of fixed plate 3 of a plurality of bracing pieces 6.
Referring to fig. 1 and 2, the scaffold body 1 includes a plurality of vertical rods 7, a plurality of horizontal rods 8 and a plurality of scaffold boards 9, a plurality of vertical rods 7 are arranged on the side slope 2 in a square array, the vertical rods 7 are arranged vertically, the vertical rods 7 close to the side slope 2 are fixed on the side slope 2, and the vertical rods 7 far away from the side slope 2 are fixed on the top surface of the supporting board 5. The transverse horizontal rods 8 are connected with the vertical rods 7 arranged along the length direction of the side slope 2, the transverse horizontal rods 8 are linearly arranged in the length direction of the vertical rods 7, and the length direction of the transverse horizontal rods 8 is parallel to the length direction of the side slope 2. The scaffold boards 9 are horizontally fixed on the transverse horizontal rods 8 at the same height, and the upper and lower sides of the scaffold boards 9 are fixed with the vertical rods 7.
The bottom of the upright rod 7 is provided with a first wall connecting piece, and the upright rod 7 is fixed with the side slope 2 through the first wall connecting piece. First connecting plate 10 and a plurality of explosion bolt 11 of going up are drawn together to first connecting plate 10 slope and are fixed in the lower tip of pole setting 7, and first connecting plate 10 bottom and 2 surface laminating on the side slope go up explosion bolt 11 and wear to locate first connecting plate 10 to it is fixed with side slope 2.
The end part of the scaffold board 9 close to the side slope 2 is provided with a plurality of second wall connecting pieces, and the second wall connecting pieces are linearly arranged in the length direction of the end part of the scaffold board 9. The second wall connecting piece comprises a fixing rod 12, a second connecting plate 13 and a plurality of middle explosion bolts 14, the fixing rod 12 is horizontally fixed at the end part of the scaffold plate 9 close to the side slope 2, and the length direction of the fixing rod 12 is vertical to that of the transverse horizontal rod 8. The second connecting plate 13 is obliquely fixed at one end of the fixing rod 12 far away from the scaffold board 9, the second connecting plate 13 is attached to the side slope 2, and the middle explosion bolt 14 penetrates through the second connecting plate 13 and is fixed with the side slope 2.
The inherent two sets of anchor assemblies and two sets of anchor assemblies down of anchor in slope 2, two sets of anchor assemblies of going up are located the well upper portion position of scaffold frame main part 1, and two sets of anchor assemblies down are located the well lower part position of scaffold frame main part 1, and two sets of anchor assemblies of going up are located 8 length direction's of horizontal pole both ends respectively, and two sets of anchor assemblies down are located 8 length direction's of horizontal pole both ends respectively equally, and go up the anchor assembly and be located the top of the lower anchor assembly that corresponds. An upper steel wire rope 15 is connected to the position of the upper anchoring component far away from the side slope 2, and a lower steel wire rope 16 is connected to the position of the lower anchoring component far away from the side slope 2; the terminal surface level that is located that a set of scaffold board 9 of bottommost and keeps away from side slope 2 is fixed with two sets of connecting rods 17, two sets of connecting rods 17 are located this terminal surface length direction's both ends respectively, the length direction of connecting rod 17 is parallel with the length direction of dead lever 12, the one end that goes up wire rope 15 and keeps away from last anchor assembly is connected with connecting rod 17, the one end that anchor assembly was kept away from down to wire rope 16 is connected with connecting rod 17 equally, go up wire rope 15 and lower wire rope 16 and all be the slope setting, and go up wire rope 15 and lower wire rope 16 and be the state of straightening. The scaffold main body 1 is pulled and hung by arranging the upper steel wire rope 15 and the lower steel wire rope 16, so that the load borne by the outer side of the scaffold main body 1 is transferred to the side slope 2 through the upper steel wire rope 15 and the lower steel wire rope 16, and the scaffold main body 1 can be unloaded.
Referring to fig. 2 and 3, go up the anchor subassembly and include stock 18, anchor head 19, backing plate 20 and nut 21, stock 18 level is fixed in the side slope 2, anchor head 19 is fixed in the tip that stock 18 is close to side slope 2, anchor head 19 anchors in side slope 2, the side slope 2 is stretched out to the one end that stock 18 kept away from anchor head 19, backing plate 20 cover is located the stock 18 outside, backing plate 20 is located outside side slope 2, and backing plate 20 is close to side slope 2 one side and the laminating of side slope 2 surface, nut 21 threaded connection is in the stock 18 outside, nut 21 is located backing plate 20 and keeps away from one side of side slope 2, and nut 21 tip and backing plate 20 surface butt. The upper anchoring assembly is connected with the upper steel wire rope 15 through an upper connecting assembly, the upper connecting assembly comprises an upper connecting hook 22 and a first upper hanging ring 23, and the upper connecting hook 22 is fixed at one end, far away from the anchor head 19, of the anchor rod 18 of the upper anchoring assembly; the first upper hanging ring 23 is fixed at one end of the upper steel wire rope 15 close to the side slope 2, and the first upper hanging ring 23 is buckled at the upper connecting hook 22. A first lower hanging ring 24 is fixed at one end of the upper steel wire rope 15 far away from the first upper hanging ring 23, and the first lower hanging ring 24 is sleeved outside the connecting rod 17 at the corresponding position.
Referring to fig. 2, the lower anchor assembly includes the same components as the upper anchor assembly, and the connection relationship between the components of the lower anchor assembly is the same as the connection relationship between the components of the upper anchor assembly. The lower anchoring component is connected with the lower steel wire rope 16 through a lower connecting component, the lower connecting component comprises a lower connecting hook 25 and a second upper hanging ring 26, the lower connecting hook 25 is fixed at one end, away from the anchor head 19, of the anchor rod 18 of the lower anchoring component, the second upper hanging ring 26 is fixed at one end, close to the side slope 2, of the lower steel wire rope 16, and the second upper hanging ring 26 is buckled at the lower connecting hook 25. A second lower hanging ring 27 is fixed at one end of the lower steel wire rope 16 far away from the second upper hanging ring 26, and the second lower hanging ring 27 is sleeved outside the connecting rod 17 at the corresponding position.
The implementation principle of the scaffold for the high slope 2 in the embodiment of the application is as follows: the scaffold main body 1 is pulled and hung by the upper steel wire rope 15 and the lower steel wire rope 16, so that the load borne by the outer side of the scaffold main body 1 is transferred to the side slope 2 through the upper steel wire rope 15 and the lower steel wire rope 16, the scaffold main body 1 can be unloaded, and the stability of the scaffold main body 1 is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a scaffold frame for high side slope which characterized in that: including setting up in scaffold main part (1) of side slope (2), side slope (2) correspond the position of scaffold main part (1) anchor respectively inherently goes up anchor assembly and anchor assembly down, go up anchor assembly and anchor assembly down and keep away from the position of side slope (2) and be connected with wire rope (15) and lower wire rope (16) through last coupling assembling and lower coupling assembling respectively, go up anchor assembly and anchor assembly down and all be located the middle part position of scaffold main part (1), go up wire rope (15) and keep away from the one end of anchor assembly and connect in the position of keeping away from side slope (2) in scaffold main part (1), wire rope (16) are kept away from down the one end of anchor assembly and are connected in the position of keeping away from side slope (2) in scaffold main part (1) equally down, go up wire rope (15) and lower wire rope (16) all slope downwards.
2. A scaffold for high slope according to claim 1, characterized in that: go up anchor subassembly including the anchor in stock (18) in side slope (2), set up in stock (18) tip and anchor are located in anchor head (19), the cover in side slope (2) are located backing plate (20) and the threaded connection in the nut (21) in stock (18) outside, stock (18) are kept away from side slope (2) are stretched out to the one end of anchor head (19), backing plate (20) with nut (21) all are located the side slope (2) outside, nut (21) are located one side of side slope (2) is kept away from to backing plate (20), backing plate (20) and side slope (2) surface butt, nut (21) tip with backing plate (20) butt, go up anchor subassembly and down anchor subassembly's component and relation of connection all the same.
3. A scaffold for high slope according to claim 2, characterized in that: the upper connecting assembly comprises an upper connecting hook (22) arranged at one end, far away from the anchor head (19), of an anchor rod (18) of the upper anchoring assembly and a first upper lifting ring (23) arranged at one end of the upper steel wire rope (15), and the first upper lifting ring (23) is buckled on the upper connecting hook (22); the lower connecting assembly comprises a lower connecting hook (25) arranged at one end, far away from the anchor head (19), of the lower anchoring assembly and a second upper lifting ring (26) arranged at one end of the lower steel wire rope (16), and the second upper lifting ring (26) is buckled on the lower connecting hook (25).
4. A scaffold for high slope according to claim 3, characterized in that: the scaffold main body (1) comprises a plurality of vertical rods (7) which are vertically arranged on the side slope (2) and are vertically and horizontally arranged, a plurality of transverse horizontal rods (8) used for connecting the transverse vertical rods (7) and scaffold boards (9) horizontally arranged on the transverse horizontal rods (8); pole setting (7) bottom is connected with side slope (2) through first connecting wall spare, the tip that side slope (2) are close to in scaffold board (9) is connected with side slope (2) through a plurality of seconds even wall spare, the tip level that side slope (2) were kept away from in scaffold board (9) is provided with connecting rod (17), the one end of going up first last rings (23) of keeping away from in wire rope (15) is provided with first rings (24) down, the one end of keeping away from second on rings (26) of wire rope (16) down is provided with rings (27) under the second, connecting rod (17) outside is all located to rings (27) under first rings (24) and the second.
5. The scaffold for a high slope according to claim 4, wherein: the first connecting wall piece comprises a first connecting plate (10) arranged at the lower end part of the vertical rod (7) and a plurality of upper explosion bolts (11) which penetrate through the first connecting plate (10) and are fixed with the side slope (2).
6. The scaffold for a high slope according to claim 4, wherein: a plurality of the second link wall spare arrange in the length direction of scaffold board (9) tip, the second link wall spare including the level set up in scaffold board (9) be close to dead lever (12) of side slope (2) tip, set up in second connecting plate (13) of scaffold board (9) one end and wear to locate are kept away from in dead lever (12) second connecting plate (13) and with a plurality of well explosive bolt (14) of side slope (2) fixed.
7. The scaffold for a high slope according to claim 4, wherein: the position that pole setting (7) bottom is corresponding in side slope (2) is provided with same group fixed plate (3), fixed plate (3) with side slope (2) laminating, fixed plate (3) are worn to be equipped with a plurality of lower explosion bolts (4) fixed with side slope (2), fixed plate (3) outside level is provided with backup pad (5), backup pad (5) are located under pole setting (7), pole setting (7) bottom is fixed with backup pad (5) top.
8. The scaffold for a high slope according to claim 7, wherein: the bottom position slope in fixed plate (3) outside is provided with bracing piece (6), the one end that fixed plate (3) were kept away from in backup pad (5) is connected with backup pad (5) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021553889.3U CN212773375U (en) | 2020-07-30 | 2020-07-30 | Scaffold for high slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021553889.3U CN212773375U (en) | 2020-07-30 | 2020-07-30 | Scaffold for high slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212773375U true CN212773375U (en) | 2021-03-23 |
Family
ID=75049159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021553889.3U Expired - Fee Related CN212773375U (en) | 2020-07-30 | 2020-07-30 | Scaffold for high slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212773375U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668832A (en) * | 2021-08-16 | 2021-11-19 | 中国铁道科学研究院集团有限公司 | Single-support overhanging scaffold structure of ultrahigh vertical rock slope |
-
2020
- 2020-07-30 CN CN202021553889.3U patent/CN212773375U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668832A (en) * | 2021-08-16 | 2021-11-19 | 中国铁道科学研究院集团有限公司 | Single-support overhanging scaffold structure of ultrahigh vertical rock slope |
| CN113668832B (en) * | 2021-08-16 | 2022-10-11 | 中国铁道科学研究院集团有限公司 | Single-support overhanging scaffold structure of ultrahigh vertical rock slope |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210323 |