CN216304675U - Assembled anchor rope frame roof beam side slope supporting construction - Google Patents
Assembled anchor rope frame roof beam side slope supporting construction Download PDFInfo
- Publication number
- CN216304675U CN216304675U CN202122735093.0U CN202122735093U CN216304675U CN 216304675 U CN216304675 U CN 216304675U CN 202122735093 U CN202122735093 U CN 202122735093U CN 216304675 U CN216304675 U CN 216304675U
- Authority
- CN
- China
- Prior art keywords
- stationary blade
- fixed
- crossbeam
- anchor cable
- roof beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model relates to an assembled anchor rope frame roof beam side slope supporting construction, belong to side slope support's technical field, it includes the crossbeam, erect the roof beam, prestressed anchorage cable and stationary blade, the stationary blade is cyclic annular regular octagon, the stationary blade is provided with a plurality ofly, crossbeam and perpendicular roof beam all are provided with many, the one end of crossbeam is fixed on a stationary blade, the other end of crossbeam is fixed on another stationary blade, the one end of erecting the roof beam is fixed on a stationary blade, the other end is fixed on another stationary blade, two fixed crossbeams and two perpendicular roof beams on every stationary blade, fix crossbeam and perpendicular roof beam mutually on same stationary blade, the end fixing of prestressed anchorage cable is inside the stationary blade, and prestressed anchorage cable is perpendicular with the stationary blade terminal surface, this application has the effect of convenient construction.
Description
Technical Field
The application relates to the technical field of slope support, in particular to an assembled anchor cable frame beam slope support structure.
Background
The slope support refers to the retaining, reinforcing and protecting measures taken for the slope to ensure the safety of the slope and the environment thereof
As described in the related art, the conventional slope support technology requires a large amount of concrete pouring work on site, which often results in a prolonged construction period and severe damage and pollution to the local environment, and the high-steep-slope body pouring of concrete has high requirements on the site construction technology; the anchor cable frame beam is used as a common slope support form at present in China, pre-stressed tensioning is carried out by inserting an anchor cable into a soil body, and a combined support effect is realized by casting the frame beam on the end portion of the anchor cable in a cast-in-place mode, so that active constraint on slope soil body deformation is realized.
Aiming at the related technologies, the inventor thinks that the traditional slope supporting technology usually causes the construction period to be prolonged, the damage and the pollution to the local environment are serious, and the high-steep-slope large-area concrete pouring has higher requirements on the field construction technology, and has the defect of difficult construction.
SUMMERY OF THE UTILITY MODEL
In order to reach the effect of convenient construction, this application provides an assembled anchor rope frame roof beam side slope supporting construction.
The application provides a pair of assembled anchor rope frame roof beam side slope supporting construction adopts following technical scheme:
the utility model provides an assembled anchor rope frame roof beam side slope supporting structure, including the crossbeam, erect the roof beam, prestressed anchor cable and stationary blade, the stationary blade is cyclic annular regular octagon, the stationary blade is provided with a plurality ofly, crossbeam and perpendicular roof beam all are provided with many, the one end of crossbeam is fixed on a stationary blade, the other end of crossbeam is fixed on another stationary blade, the one end of perpendicular roof beam is fixed on a stationary blade, the other end is fixed on another stationary blade, two fixed crossbeams and two perpendicular roof beams on every stationary blade, the crossbeam and perpendicular roof beam mutually perpendicular of fixing on same stationary blade, the end fixing of prestressed anchor cable is inside the stationary blade, and prestressed anchor cable and stationary blade terminal surface perpendicular.
Through adopting above-mentioned technical scheme, when needs carry out the side slope support, insert the side slope with the prestressed anchorage cable for crossbeam, perpendicular roof beam and stationary blade all butt on the side slope, carry out concrete placement to the stationary blade inside again, pour concrete and the stationary blade keep away from the one end of side slope flat can mutually, both saved the step of formwork, also reduced the consumption to the concrete, reach the effect of convenient construction.
Optionally, a guide cap is fixed at one end of the prestressed anchor cable close to the side slope, and the guide cap is in a taper shape.
By adopting the technical scheme, the guide cap is in the shape of a pointed cone, and the pointed cone is easier to insert into the side slope, so that the effect that the prestressed anchor cable is easy to insert into the side slope is achieved.
Optionally, a plurality of connecting rods are fixed between the fixing plate and the prestressed anchor cable, one end of each connecting rod is fixed on the inner wall of the fixing plate, and the other end of each connecting rod is fixed on the outer wall of one end, close to the fixing plate, of the prestressed anchor cable.
Through adopting above-mentioned technical scheme, the prestressed anchorage cable and the stationary blade have been connected in the setting of connecting rod, reach the effect of connecting prestressed anchorage cable and stationary blade.
Optionally, the cross beam and the vertical beam are both hollow, the cross beam is fixed with transverse steel bars with the same length as that of the cross beam, and the vertical beam is fixed with vertical steel bars with the same length as that of the vertical beam.
Through adopting above-mentioned technical scheme, horizontal reinforcement and perpendicular reinforcing bar intensity itself is big to make crossbeam more firm stable with perpendicular roof beam, reach the effect that increases crossbeam and perpendicular roof beam stability.
Optionally, the fixing nails are fixed on the side, close to the side slope, of the cross beam and the vertical beam, and one ends of the fixing nail pointed cones face the side slope.
Through adopting above-mentioned technical scheme, when fixed side slope supporting construction, the crossbeam all with the side slope butt with perpendicular roof beam, during the staple can insert the side slope for the crossbeam is more stable with being connected of perpendicular roof beam and side slope, reaches the effect that increases the crossbeam and erect and be connected stability between roof beam and the side slope.
Optionally, the one end that the side slope structure was kept away from to the stationary blade is provided with the lid, and the shape size of lid and the shape size of stationary blade terminal surface are the same completely, and the lid covers the one end that the side slope structure was kept away from to the stationary blade, and lid edge is provided with four baffles, and the one end of baffle is fixed on the lid, and when the lid covered on the stationary blade, four baffles all with the stationary blade butt.
Through adopting above-mentioned technical scheme, the lid covers the one end of stationary blade, and when concrete placement accomplished, the lid can shelter from the concrete, plays the effect of protection to the concrete to protected the side slope structure, reached the effect of protection side slope structure.
Optionally, the baffle has magnetism, and the stationary blade is the stationary blade that the iron material made.
Through adopting above-mentioned technical scheme, the baffle can adsorb on the outer wall of stationary blade, and the fixed of baffle and stationary blade is more firm to the lid is more firm with the fixed of stationary blade, reaches the effect that increases connection stability between lid and the stationary blade.
Optionally, one end of the prestressed anchor cable close to the guide cap is fixed with a plurality of guide plates, the length direction of each guide plate is the same as that of the prestressed anchor cable, and the guide plates are perpendicular to the prestressed anchor cable.
By adopting the technical scheme, when the prestressed anchor cable is inserted into the side slope, the guide piece is contacted with the side slope, and the guide piece is in a sheet shape, so that the prestressed anchor cable is more easily inserted into the side slope, and the effect that the prestressed anchor cable is easily inserted into the side slope is achieved.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the arrangement of the cross beam, the vertical beam, the prestressed anchor cable and the fixing piece achieves the effect of convenient construction;
2. the arrangement of the guide cap and the guide sheet achieves the effect that the prestressed anchor cable is easy to insert into the side slope;
3. the arrangement of the connecting rods, the transverse steel bars and the vertical steel bars achieves the effect of increasing the overall stability of the slope supporting structure;
4. the setting of staple reaches the effect that increases the crossbeam and erects the stability of being connected between roof beam and the side slope.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is an exploded view showing the connecting rod;
fig. 3 is a partially enlarged schematic view of a portion a in fig. 2.
In the figure, 1, a cross beam; 11. transverse reinforcing steel bars; 2. erecting a beam; 21. erecting steel bars; 3. a pre-stressed anchor cable; 31. a guide cap; 32. a guide piece; 4. a fixing sheet; 41. a cover; 42. a baffle plate; 5. a connecting rod; 6. and (5) fixing the nail.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses assembled anchor rope frame roof beam side slope supporting construction.
Referring to fig. 1, an assembled anchor cable frame roof beam side slope supporting construction includes crossbeam 1, perpendicular roof beam 2, prestressed anchorage cable 3 and stationary blade 4, and crossbeam 1 is provided with many, and perpendicular roof beam 2 is provided with many, and stationary blade 4 also is provided with a plurality ofly.
The fixing plates 4 are in a ring shape and are in a regular octagon shape, two ends of each fixing plate 4 are through, one end of each cross beam 1 is fixed on the side wall of one fixing plate 4, the other end of each cross beam 1 is fixed on the side wall of the other fixing plate 4, one end of each vertical beam 2 is fixed on the side wall of the other fixing plate 4, the other end of each vertical beam 2 is fixed on the side wall of the other fixing plate 4, each fixing plate 4 is fixedly provided with two cross beams 1 and two vertical beams 2, the cross beams 1 on the same fixing plate 4 are on a straight line, the vertical beams 2 on the same fixing plate 4 are on a straight line, any cross beam 1 on the same fixing plate 4 is perpendicular to any vertical beam 2, one end of each prestressed anchor cable 3 is fixed inside the fixing plate 4, the prestressed anchor cables 3 are perpendicular to the end faces of the fixing plates 4, when a side slope is required to be supported, the prefabricated cross beams 1, the prefabricated vertical beams 2, the prefabricated fixing plates 4 and the prestressed anchor cables 3 are arranged on the side slope, during prestressed anchorage cable 3 inserted the side slope, carry out concrete placement to stationary blade 4 internal area again and can accomplish the side slope support, saved the step of formwork with the prefabricated component promptly, also reduced the consumption to the concrete, great reduction manpower and materials, reach the effect of convenient construction.
Referring to fig. 1, a cross beam 1 is cuboid, end faces are rectangular, two end faces of the cross beam 1 are through, a transverse steel bar 11 is fixed inside the cross beam 1, the transverse steel bar 11 is tangent to the inner wall of the cross beam 1, and the length of the transverse steel bar 11 is the same as that of the cross beam 1; erect roof beam 2 and be the cuboid form, the terminal surface is the rectangle, and two terminal surfaces of erecting roof beam 2 are penetrating, erect 2 internal fixation of roof beam and have perpendicular reinforcing bar 21, perpendicular reinforcing bar 21 is tangent with erecting 2 inner walls of roof beam, and the length of erecting reinforcing bar 21 is the same with the length of erecting roof beam 2, transverse reinforcement 11 is big with perpendicular reinforcing bar 21 intensity itself, so transverse reinforcement 11 and perpendicular reinforcing bar 21's setting for crossbeam 1 is more firm stable with erecting roof beam 2, reaches the effect that increases crossbeam 1 and erect 2 stability of roof beam.
Crossbeam 1 and perpendicular roof beam 2 are close to one side of side slope and are fixed with staple 6, and staple 6 is the taper shape, and when fixed side slope supporting construction, staple 6 inserts in the side slope for crossbeam 1 is more stable with being connected of perpendicular roof beam 2 and side slope, reaches the effect that increases connection stability between crossbeam 1 and perpendicular roof beam 2 and the side slope.
Referring to fig. 2 and 3, four connecting rods 5 are arranged between the prestressed anchor cable 3 and the inner wall of the fixing plate 4, the four connecting rods 5 are completely the same, one end of each connecting rod 5 is fixed on the prestressed anchor cable 3, the other end of each connecting rod 5 is fixed on the inner wall of the fixing plate 4, the connecting rods 5 are perpendicular to the inner wall of the fixing plate 4, the included angle between every two adjacent connecting rods 5 is 90 degrees, and the connecting rods 5 are arranged to achieve the effect of connecting the prestressed anchor cable 3 and the fixing plate 4.
The one end that prestressed anchorage cable 3 is close to the side slope is fixed with direction cap 31, and the length direction of direction cap 31 is the same with prestressed anchorage cable 3's length direction, and direction cap 31 is the taper shape, and the direction cap 31 of taper shape is changeed and is inserted in the side slope for prestressed anchorage cable 3 is changeed and is inserted in the side slope, makes side slope supporting construction's installation easier, reaches prestressed anchorage cable 3 and changes the effect of inserting in the side slope.
The one end that prestressed anchorage cable 3 is close to direction cap 31 is fixed with four vanes 32, vane 32 and direction cap 31 butt, and the length direction of vane 32 is the same with prestressed anchorage cable 3's length direction, vane 32 is perpendicular with prestressed anchorage cable 3 outer wall, and vane 32 all is at same height, contained angle between the adjacent vane 32 is 90 degrees, vane 32 is the slice, it inserts in the slope to change, thereby prestressed anchorage cable 3 changes and inserts in the slope, reach the effect that prestressed anchorage cable 3 easily inserted in the slope.
Referring to fig. 2, a cover 41 is arranged at one end, away from the side slope, of each fixing piece 4, the size and shape of each cover 41 are completely the same as those of a regular octagon on the end face of each fixing piece 4, four identical baffle plates 42 are fixed on each cover 41, each baffle plate 42 is perpendicular to each cover 41, when each cover 41 is arranged at one end, away from the side slope, of each fixing piece 4, each baffle plate 42 is abutted to the side wall of each fixing piece 4, each baffle plate 42 is magnetic, each fixing piece 4 is made of iron materials, each baffle plate 42 can be adsorbed on the side wall of each fixing piece 4, when pouring is completed, each cover 41 can cover concrete, the concrete plays a role in protecting the concrete, and the side slope structure is protected, so that the side slope structure is protected; the baffle 42 is magnetic and can be attracted to the side wall of the fixing piece 4, so as to increase the connection stability between the cover 41 and the fixing piece 4.
The implementation principle of the assembled anchor cable frame beam slope supporting structure in the embodiment of the application is as follows: and (3) placing the prefabricated slope structure on the slope, inserting the prestressed anchor cable 3 into the slope, opening the cover 41, pouring concrete inside the fixing sheet 4 until the concrete is level to the side wall of the fixing sheet 4, and covering the cover 41 to finish slope support.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the 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 an assembled anchor rope frame roof beam side slope supporting construction which characterized in that: comprises a cross beam (1) and a vertical beam (2), prestressed anchorage cable (3) and stationary blade (4), stationary blade (4) are cyclic annular regular octagon, stationary blade (4) are provided with a plurality ofly, crossbeam (1) and perpendicular roof beam (2) all are provided with many, the one end of crossbeam (1) is fixed on a stationary blade (4), the other end of crossbeam (1) is fixed on another stationary blade (4), the one end of perpendicular roof beam (2) is fixed on a stationary blade (4), the other end is fixed on another stationary blade (4), fix two crossbeam (1) and two perpendicular roof beams (2) on every stationary blade (4), crossbeam (1) and perpendicular roof beam (2) fixed on same stationary blade (4) are mutually perpendicular, the end fixing of prestressed anchorage cable (3) is inside stationary blade (4), and prestressed anchorage cable (3) are perpendicular with stationary blade (4) terminal surface.
2. The assembled anchor cable frame beam slope support structure of claim 1, wherein: a guide cap (31) is fixed at one end, close to the side slope, of the prestressed anchor cable (3), and the guide cap (31) is in a taper shape.
3. The assembled anchor cable frame beam slope support structure of claim 1, wherein: a plurality of connecting rods (5) are fixed between the fixing plate (4) and the prestressed anchor cable (3), one end of each connecting rod (5) is fixed on the inner wall of the fixing plate (4), and the other end of each connecting rod (5) is fixed on the outer wall of one end, close to the fixing plate (4), of the prestressed anchor cable (3).
4. The assembled anchor cable frame beam slope support structure of claim 1, wherein: crossbeam (1) and perpendicular roof beam (2) are inside to be hollow form, and crossbeam (1) inside is fixed with horizontal reinforcing bar (11) that length and crossbeam (1) length are the same, erects roof beam (2) inside and is fixed with length and erects roof beam (2) length the same perpendicular reinforcing bar (21).
5. The assembled anchor cable frame beam slope support structure of claim 4, wherein: one side of the cross beam (1) and one side of the vertical beam (2) close to the side slope are both fixed with fixing nails (6), and one end of a pointed cone of each fixing nail (6) faces the side slope.
6. The assembled anchor cable frame beam slope support structure of claim 1, wherein: the one end that slope structure was kept away from in stationary blade (4) is provided with lid (41), and the shape size of lid (41) and the shape size of stationary blade (4) terminal surface are the same completely, and lid (41) cover stationary blade (4) keep away from the one end of slope structure, and lid (41) edge is provided with four baffles (42), and the one end of baffle (42) is fixed on lid (41), and when lid (41) cover on stationary blade (4), four baffles (42) all with stationary blade (4) butt.
7. The assembled anchor cable frame beam slope support structure of claim 6, wherein: the baffle (42) is magnetic, and the fixing piece (4) is a fixing piece (4) made of a ferrous material.
8. The assembled anchor cable frame beam slope support structure of claim 2, wherein: one end of the prestressed anchor cable (3) close to the guide cap (31) is fixedly provided with a plurality of guide pieces (32), the length direction of each guide piece (32) is the same as that of the prestressed anchor cable (3), and the guide pieces (32) are perpendicular to the prestressed anchor cable (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122735093.0U CN216304675U (en) | 2021-11-09 | 2021-11-09 | Assembled anchor rope frame roof beam side slope supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122735093.0U CN216304675U (en) | 2021-11-09 | 2021-11-09 | Assembled anchor rope frame roof beam side slope supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216304675U true CN216304675U (en) | 2022-04-15 |
Family
ID=81119605
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122735093.0U Active CN216304675U (en) | 2021-11-09 | 2021-11-09 | Assembled anchor rope frame roof beam side slope supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216304675U (en) |
-
2021
- 2021-11-09 CN CN202122735093.0U patent/CN216304675U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209384451U (en) | A kind of shear wall connection structure convenient for splicing | |
| CN216304675U (en) | Assembled anchor rope frame roof beam side slope supporting construction | |
| CN111335135A (en) | Bridge device based on combination of concrete box girder and steel box girder and construction method | |
| CN210216483U (en) | Foundation and foundation bearing platform thereof | |
| CN111535331A (en) | Underpinning structure of foundation pit inner support and construction method thereof | |
| CN215053063U (en) | Foundation pit supporting structure | |
| CN215165641U (en) | Supporting structure adopting combination of triangular supports and Larsen steel sheet piles | |
| CN110805203B (en) | Rapid construction method for Delta-shaped steel beam matched prefabricated column with hidden connecting piece | |
| JP3133615U (en) | Exterior wall concrete formwork panel | |
| CN114277672A (en) | Large-span prestressed concrete bent cap structure and construction method thereof | |
| CN210031897U (en) | Fan foundation and wind generating set | |
| CN112360216A (en) | Concrete storage bin top plate construction method | |
| KR100837831B1 (en) | Underground downward construction system | |
| CN217460983U (en) | Floor post-cast strip structure free of formwork jacking | |
| CN219100083U (en) | Prestressed anchorage cable-sash Liang Bianpo supporting structure | |
| CN217232462U (en) | Post-cast strip structure is striden to ramp | |
| CN213507988U (en) | Novel box girder | |
| CN218911499U (en) | Construction elevator foundation device | |
| JP5031628B2 (en) | Pier structure unit, pier structure and pier construction method | |
| CN216275850U (en) | Guide wall for post-cast strip of prefabricated underground outer wall | |
| RU2385993C1 (en) | Monolithic foundation for column | |
| CN220768153U (en) | Tower crane base for building cover | |
| JP2011163033A (en) | Decorative form for concrete and concrete structure including the same mounted on the outer surface | |
| CN212801564U (en) | Foundation ditch steel sheet pile supporting construction | |
| CN215829658U (en) | Prefabricated steel structure integrated assembly type green building component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |