CN215329961U - Domatic afforestation supporting construction - Google Patents
Domatic afforestation supporting construction Download PDFInfo
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- CN215329961U CN215329961U CN202121667977.0U CN202121667977U CN215329961U CN 215329961 U CN215329961 U CN 215329961U CN 202121667977 U CN202121667977 U CN 202121667977U CN 215329961 U CN215329961 U CN 215329961U
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Abstract
The application discloses domatic afforestation supporting construction, including the stock, the stock is connected in the lattice roof beam, the stock is including inserting dead lever in the slope and connecting in the connecting rod of lattice roof beam, the connecting rod connect in the dead lever, the lattice roof beam includes first skeleton and second skeleton, just first skeleton with the second skeleton all is connected in the connecting rod, the second skeleton is located between first skeleton and the domatic, the connecting rod is kept away from domatic one end and is connected with the gag lever post, the gag lever post connect in first skeleton, the connecting rod is connected with and is located first skeleton and second first reinforcing bar between the second skeleton, first reinforcing bar connect in the second skeleton. This application has the effect that improves lattice beam stability.
Description
Technical Field
The application relates to the field of supporting structures, in particular to a slope greening supporting structure.
Background
The slope greening is a greening method for terrains with height difference and is generally used for two sides of roads, two sides of river channels, bridge protection slopes and the like, the slope greening method comprises a cement grid method, a plant-growing roll-covering method, an ecological concrete greening method and the like, and the slope greening plays an important role in protecting ecology.
In the assembling process of domatic afforestation structure, generally adopt the stock to be fixed in domatic with the lattice roof beam, the stock and the lattice roof beam connected mode of correlation technique are the solder joint and are connected for the intensity of junction is lower, and the stock breaks away from the connection with the lattice roof beam easily, leads to the poor stability of lattice roof beam.
SUMMERY OF THE UTILITY MODEL
In order to improve the stability of lattice beam, this application provides a domatic afforestation supporting construction.
The utility model provides a domatic afforestation supporting construction adopts following technical scheme:
the utility model provides a domatic afforestation supporting construction, includes the stock, the stock is connected in the lattice roof beam, the stock is including inserting the dead lever in the slope and connecting in the connecting rod of lattice roof beam, the connecting rod connect in the dead lever, the lattice roof beam includes first skeleton and second skeleton, just first skeleton with the second skeleton is all connected in the connecting rod, the second skeleton is located between first skeleton and the domatic, the connecting rod is kept away from domatic one end and is connected with the gag lever post, the gag lever post connect in first skeleton, the connecting rod is connected with and is located first skeleton with first reinforcing muscle between the second skeleton, first reinforcing muscle connect in the second skeleton.
Through adopting above-mentioned technical scheme, the gag lever post can increase the connection area of connecting rod and first skeleton, and then can be further with the relative position of connecting rod and first skeleton fixed, first reinforcing bar can increase the connection area between connecting rod and the second skeleton, and then can be further with the relative position of connecting rod and second skeleton fixed to reach and strengthen the effect fixed between stock and the lattice beam, can improve the stability of lattice beam.
Optionally, the first reinforcing rib is connected with a second reinforcing rib, and the second reinforcing rib is arranged along a direction perpendicular to the extending direction of the first reinforcing rib.
Through adopting above-mentioned technical scheme, the second strengthening muscle can play the skeleton effect, improves the concrete intensity between first skeleton and the second skeleton, and then can improve the bulk strength of lattice roof beam, can make the stock more stable with being connected of lattice roof beam, is favorable to improving the stability of lattice roof beam.
Optionally, a fixing groove is formed in the slope surface, the fixing rod penetrates through the fixing groove, a mortar layer is arranged in the fixing groove, a support is connected to the side wall of the fixing rod, and the support extends along the extending direction of the fixing rod.
Through adopting above-mentioned technical scheme, the support can play the skeleton effect in the mortar, and then can improve the firm connection effect between dead lever and the mortar, and then is favorable to improving the anchor effect.
Optionally, the fixed rod is connected with a supporting rod which is arranged along the extending direction of the fixed rod, the supporting rod is connected with a clamping rod, the clamping rod is connected with an enclosing rod, and the supporting rod, the clamping rod, the enclosing rod and the fixed rod are enclosed to form a limiting space.
Through adopting above-mentioned technical scheme, after the dead lever stretched into the fixed slot, the mortar that solidifies in the spacing space can give the dead lever the shear force of a perpendicular to dead lever, and then the reducible dead lever atress back is pulled out the condition of fixed slot, is favorable to improving the anchor effect.
Optionally, the support is provided with a plurality of, just the support is along dead lever circumference evenly distributed, just the support butt in the inner wall of fixed slot.
Through adopting above-mentioned technical scheme, the support butt can be with dead lever position fixation in the fixed slot, and the mortar thickness around the dead lever is unanimous to be favorable to improving the anchor effect.
Optionally, a distance is left between the fixing rod and the bottom of the fixing groove.
By adopting the technical scheme, the fixed rod and the slope body are fixed more firmly relative to the fixed rod after the space is filled with the mortar.
Optionally, a plurality of limiting spaces are arranged on the fixing rod, the fixing rod is sleeved with a fixing ring, and the fixing ring is hooped on the supporting rod.
Through adopting above-mentioned technical scheme, gu fixed ring can consolidate being connected between bracing piece and the dead lever, reduces to appear bracing piece and dead lever and break away from the effect of being connected and losing the improvement anchoring ability.
Optionally, the fixing rod is provided with a thread.
Through adopting above-mentioned technical scheme, the screw thread can increase the area of being connected of mortar and fixed rod, and then can improve the joint strength of mortar and fixed rod, can be favorable to improving anchoring strength.
In summary, the present application has at least the following two beneficial effects:
1. the gag lever post can increase the connection area of connecting rod and first skeleton, and then can be further fixed with the relative position of connecting rod and first skeleton, and first reinforcement muscle can increase the connection area between connecting rod and the second skeleton, and then can be further fixed with the relative position of connecting rod and second skeleton to reach fixed effect between reinforcing stock and the lattice beam, can improve the stability of lattice beam.
2. The second reinforcing rib can play a skeleton role, improves the concrete strength between the first skeleton and the second skeleton, and then can improve the bulk strength of the lattice beam, can make the connection of stock and lattice beam more stable, is favorable to improving the stability of lattice beam.
Drawings
FIG. 1 is a cross-sectional view of an embodiment of the present application.
Fig. 2 is an enlarged view of a portion a in fig. 1.
Fig. 3 is a sectional view of the fixing groove.
Fig. 4 is an enlarged view of a portion B in fig. 1.
Description of reference numerals:
1. an anchor rod; 11. fixing the rod; 12. a connecting rod; 13. a limiting rod; 14. a limiting space; 141. a support bar; 142. a clamping rod; 143. a surrounding rod; 15. a support; 16. a fixing ring; 2. a lattice beam; 21. a first skeleton; 22. a second skeleton; 3. a mortar layer; 4. a first reinforcing rib; 5. a second reinforcing rib; 6. fixing grooves; 7. and (4) soil body.
Detailed Description
Embodiments of the present application are further described below with reference to fig. 1-4.
The utility model provides a domatic afforestation supporting construction, refer to fig. 1 and fig. 2, including stock 1, stock 1 is connected in lattice beam 2, stock 1 includes integrated into one piece's connecting rod 12 and dead lever 11, lattice beam 2 includes first skeleton 21 and second skeleton 22, first skeleton 21 and second skeleton 22 all follow perpendicular to dead lever 11 extending direction fixed connection in connecting rod 12, connecting rod 12 keeps away from the one end fixedly connected with gag lever post 13 of dead lever 11, gag lever post 13 extends along the extending direction of first skeleton 21, and the lateral wall fixed connection of gag lever post 13 in the lateral wall of dead lever 11. The connecting area between connecting rod 12 and the first skeleton 21 can be increased to gag lever post 13, and then can improve the connection steadiness of stock 1 and lattice beam 2 for lattice beam 2 is difficult for breaking away from with stock 1 and is connected in the construction, and then improves lattice beam 2's stability.
Referring to fig. 3, a fixing groove 6 is formed in a soil body 7 of the slope, the fixing rod 11 penetrates through the fixing groove 6, a mortar layer 3 is poured into the fixing groove after the anchor rod 1 is inserted into the fixing groove 6, and a space is reserved between the fixing rod 11 and the bottom of the fixing groove 6. The fixing rod 11 is connected with mortar more stably than the fixing rod 11 is connected with the slope surface, so that the anchoring effect is improved.
The three supports 15 of lateral wall fixedly connected with of fixed slot 6, three support 15 along 11 circumference evenly distributed of dead lever, the one end butt in fixed slot 6 inner wall that the dead lever 11 is kept away from to support 15. When stock 1 inserts fixed slot 6, three support 15 butt is favorable to placing dead lever 11 position between two parties in the 6 lateral walls of fixed slot, and then make dead lever 11 thickness all around match, and then be favorable to improving the stability of being connected between stock 1 and the mortar layer 3, and then be favorable to improving the anchor effect, and simultaneously, three support 15 can play the effect of support to mortar layer 3, increase stock 1 can also improve the intensity of mortar layer 3 simultaneously with the area of contact of mortar layer 3, and then can make stock 1 and mortar layer 3 be difficult for appearing receiving external force and the condition of separation, be favorable to promoting the anchor effect.
Referring to fig. 2, the connecting rod 12 is further fixedly connected with four first reinforcing ribs 4, the side wall of each first reinforcing rib 4 is fixedly connected to the side wall of the connecting rod 12, one end of each first reinforcing rib 4 close to the fixing rod 11 is fixedly connected to the second framework 22, one end of each first reinforcing rib 4 far away from the fixing rod 11 is fixedly connected with a second reinforcing rib 5, and each second reinforcing rib 5 extends along the direction perpendicular to the first reinforcing rib 4 and far away from the connecting rod 12. First reinforcing bar 4 can increase the connection area of second skeleton 22 and connecting rod 12, and then makes the stock 1 more stable with being connected of lattice roof beam 2, and second reinforcing bar 5 can play the skeleton effect, improves the concrete intensity between first skeleton 21 and the second skeleton 22 when lattice roof beam 2 shaping, and then can improve the bulk strength of lattice roof beam 2, can improve the connection stability of stock 1 and lattice roof beam 2.
Referring to fig. 4, the fixing rod 11 is fixedly connected with two support rods 141 arranged along the extending direction of the fixing rod 11, the support rods 141 are connected with clamping rods 142, the two clamping rods 142 are arranged close to each other and inclined along the direction away from the fixing rod 11, a surrounding rod 143 is connected between the two clamping rods 142, the two support rods 141, the two clamping rods 142, the surrounding rod 143 and the fixing rod 11 surround a limiting space 14, the fixing rod 11 is connected with a plurality of limiting spaces 14, the two limiting spaces 14 are arranged on the two opposite sides of the fixing rod 11, a fixing ring 16 is sleeved on the fixing rod 11, and the fixing ring 16 abuts against the support rods 141. The mortar layer 3 in the spacing space 14 can be with kelly 142 rigidity, and when stock 1 received tensile force, mortar layer 3 can give kelly 142 a perpendicular to stock 1 extending direction's shear force, and then can promote the anchor effect of stock 1, and solid fixed ring 16 can support bracing piece 141 tightly with dead lever 11, and then reduces and loses the condition that spacing space 14 promoted the anchor effect because of bracing piece 141 and dead lever 11 disconnect-from.
The surface of the fixing rod 11 is provided with screw threads. The screw thread can increase the area of contact of dead lever 11 and mortar, and then can stabilize being connected between dead lever 11 and the mortar, is favorable to promoting the anchor effect.
The specific implementation principle of the application is as follows: the first reinforcing rib 4 of connecting rod 12 fixedly connected with, 4 fixed connection of first reinforcing rib are in second skeleton 22, first reinforcing rib 4 can increase the connection area of connecting rod 12 and first skeleton 21, and then be favorable to improving the stability of lattice beam 2, connecting rod 12 fixed connection's gag lever post 13 fixed connection in first skeleton 21, gag lever post 13 can increase the connection area of first skeleton 21 and connecting rod 12, and then be favorable to improving the stability of lattice beam 2.
Claims (8)
1. The utility model provides a domatic afforestation supporting construction, includes stock (1), stock (1) is connected in lattice beam (2), its characterized in that: stock (1) including inserting dead lever (11) in the slope and connecting rod (12) in lattice beam (2), connecting rod (12) connect in dead lever (11), lattice beam (2) include first skeleton (21) and second skeleton (22), just first skeleton (21) with second skeleton (22) all connect in connecting rod (12), second skeleton (22) are located between first skeleton (21) and domatic, connecting rod (12) are kept away from domatic one end and are connected with gag lever post (13), gag lever post (13) connect in first skeleton (21), connecting rod (12) are connected with and are located first skeleton (21) with first reinforcing muscle (4) between second skeleton (22), first reinforcing muscle (4) connect in second skeleton (22).
2. The slope greening supporting structure of claim 1, wherein: the first reinforcing rib (4) is connected with a second reinforcing rib (5), and the second reinforcing rib (5) is arranged along the direction perpendicular to the extending direction of the first reinforcing rib (4).
3. The slope greening supporting structure of claim 1, wherein: fixing groove (6) have been seted up on domatic, dead lever (11) are worn to locate fixed groove (6), dead lever (11) lateral wall is connected with support (15), support (15) extend along dead lever (11) extending direction.
4. The slope greening supporting structure of claim 3, wherein: the fixing rod (11) is connected with a supporting rod (141) which is arranged along the extending direction of the fixing rod (11), the supporting rod (141) is connected with a clamping rod (142), the clamping rod (142) is connected with an enclosing rod (143), and the supporting rod (141), the clamping rod (142), the enclosing rod (143) and the fixing rod (11) are enclosed to form a limiting space (14).
5. The slope greening supporting structure of claim 3, wherein: the support (15) is provided with a plurality of supports, the supports (15) are evenly distributed along the circumferential direction of the fixing rod (11), and the supports (15) are abutted to the inner wall of the fixing groove (6).
6. The slope greening supporting structure of claim 4, wherein: the fixed rod (11) is spaced from the bottom of the fixed groove (6).
7. The slope greening supporting structure of claim 4, wherein: be provided with a plurality of spacing spaces (14) on dead lever (11), just dead lever (11) cover is equipped with solid fixed ring (16), gu fixed ring (16) cramp bracing piece (141).
8. The slope greening supporting structure of claim 1, wherein: the fixing rod (11) is provided with threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121667977.0U CN215329961U (en) | 2021-07-21 | 2021-07-21 | Domatic afforestation supporting construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121667977.0U CN215329961U (en) | 2021-07-21 | 2021-07-21 | Domatic afforestation supporting construction |
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| CN215329961U true CN215329961U (en) | 2021-12-28 |
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| CN202121667977.0U Active CN215329961U (en) | 2021-07-21 | 2021-07-21 | Domatic afforestation supporting construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
-
2021
- 2021-07-21 CN CN202121667977.0U patent/CN215329961U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030151A (en) * | 2022-07-08 | 2022-09-09 | 中国五冶集团有限公司 | Anti-floating anchor rod annular support frame |
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