CN213014154U - Dry-laid lock block revetment - Google Patents
Dry-laid lock block revetment Download PDFInfo
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- CN213014154U CN213014154U CN202021463690.1U CN202021463690U CN213014154U CN 213014154 U CN213014154 U CN 213014154U CN 202021463690 U CN202021463690 U CN 202021463690U CN 213014154 U CN213014154 U CN 213014154U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The application relates to the technical field of hydraulic engineering, in particular to a dry-built lock block revetment, which comprises a concrete foundation slope, wherein a planting layer is laid on the slope surface of the concrete foundation slope, a concrete frame is fixedly connected to the edge of the slope surface of the planting layer, a reinforcing rod with the end part positioned in the concrete foundation slope is arranged on the concrete frame in a penetrating way, the end part of the reinforcing rod positioned in the concrete foundation slope is sharp, a pouring groove is formed in the reinforcing rod, and an overflow hole communicated with the pouring groove is fixedly connected to the side wall of the reinforcing rod; and dry-laid locking blocks positioned on the slope surface of the planting layer are uniformly laid in the concrete frame. The application has the advantages of strong stability of the slope protection and difficult landslide occurrence.
Description
Technical Field
The utility model belongs to the technical field of hydraulic engineering's technique and specifically relates to a dry-laid lock piece bank protection is related to.
Background
The dry-built locking block is a block stone masonry without cementing materials, is kept stable under the action of external force by means of the self weight of stones and the friction force between the contact surfaces of the stones, and is usually applied to the projects of retaining walls, slope protection, embankment surfaces and the like. The construction mode of dry-masonry lock piece bank protection is simple, is a common bank protection.
Current publication number is CN 207047790U's chinese patent discloses a hydraulic engineering bank protection, including the bank protection body, the bank protection body includes cast in situ concrete bank protection and dry masonry bank protection, and the cast in situ concrete bank protection includes cast in situ concrete layer and no sand concrete bed course, and no sand concrete bed course is located the bottom on cast in situ concrete layer, and the drain pipe is installed to cast in situ concrete bank protection one end, is equipped with a plurality of deformation joints on the cast in situ concrete bank protection, and the dry masonry bank protection is located the bottom of cast in situ concrete bank protection.
In view of the above-mentioned related art, the inventors have considered that there is a drawback that the slope protection is poor in stability and is liable to cause landslide.
SUMMERY OF THE UTILITY MODEL
In order to improve the steadiness of bank protection, reduce the possibility of bank protection landslide, this application provides a dry-laid lock piece bank protection.
The application provides a dry-laid lock piece bank protection adopts following technical scheme:
a dry-masonry lock block protection slope comprises a concrete foundation slope, wherein a planting layer is laid on the slope surface of the concrete foundation slope, a concrete frame is fixedly connected to the edge of the slope surface of the planting layer, a reinforcing rod with the end part positioned in the concrete foundation slope penetrates through the concrete frame, the end part of the reinforcing rod positioned in the concrete foundation slope is sharp, a pouring groove is formed in the reinforcing rod, and an overflow hole communicated with the pouring groove is fixedly connected to the side wall of the reinforcing rod; and dry-laid locking blocks positioned on the slope surface of the planting layer are uniformly paved in the concrete frame.
By adopting the technical scheme, the dry-laid locking blocks are uniformly laid on the planting layer and are positioned in the concrete frame, and the concrete frame and the dry-laid locking blocks have good stability, so that the stability of the slope protection is improved; meanwhile, the reinforcing rods enhance the connection stability between the concrete frame and the concrete foundation slope; insert the anchor strut and establish behind the concrete foundation slope, to pouring the inslot concreting, the concrete flows to the concrete foundation slope in through the overflow hole in, treat after the concrete condenses, can make the anchor strut more firm with being connected between the concrete foundation slope to promote the steadiness of bank protection, reduced the bank protection and because of the poor possibility that the landslide appears of steadiness.
Preferably, the side of the dry-masonry lock block is fixedly connected with an insertion block, the side of the dry-masonry lock block is provided with an insertion slot for inserting the insertion block, and the insertion block and the insertion slot are respectively located on the opposite side of the dry-masonry lock block.
Through adopting above-mentioned technical scheme, when adjacent dry-laid locking piece was installed in the concrete frame, the piece of inserting on one of them dry-laid locking piece inserted rather than the slot of adjacent dry-laid locking piece in, had strengthened stability and joint strength between the adjacent dry-laid locking piece to the steadiness and the protective effect of bank protection have been improved.
Preferably, the dry-masonry lock block is provided with a planting through groove communicated with the planting layer.
By adopting the technical scheme, the planting layer is exposed due to the arrangement of the planting through grooves, so that plants can be planted in the planting through grooves; the sight of bank protection has been strengthened on the one hand, and on the other hand plants green planting back on planting the layer, can promote the steadiness of planting the layer, reduces to plant the layer and receive the rainwater to strike the possibility that the landslide easily appears.
Preferably, a reinforcing structure is arranged on the dry-masonry lock block.
Through adopting above-mentioned technical scheme, reinforced structure can promote the steadiness of dry masonry lock piece to this steadiness that promotes the bank protection.
Preferably, the reinforced structure includes wear to establish dry masonry locking piece and tip and is located the intraformational reinforcement nail of planting and fix the spring billet on strengthening the nail.
Through adopting above-mentioned technical scheme, consolidate the nail and insert and establish in planting the in situ, can strengthen the stability of being connected between dry-laid lock piece and the planting layer, will consolidate the nail simultaneously and insert and establish in planting the in situ back, the spring billet resumes deformation, can carry on spacingly to consolidating the nail, has further promoted the stability of consolidating the nail, prevents to consolidate in the nail the problem that breaks away from in the planting layer, has promoted the stability that dry-laid lock piece is connected with the planting layer to the stability of bank protection has been promoted.
Preferably, a waterproof layer is arranged between the concrete foundation slope and the planting layer, and leveling layers are respectively paved on the side face, close to the concrete foundation slope, of the waterproof layer and the side face, close to the planting layer, of the waterproof layer.
By adopting the technical scheme, the waterproof layer can play a waterproof role, and the problem that the stability of the concrete foundation slope is influenced by the external moisture acting on the concrete foundation slope is solved; the leveling layer laid on the concrete base slope can enable the surface of the concrete base slope to be in a flat state, so that the waterproof layer is conveniently laid; the leveling layer laid on the waterproof layer enables the waterproof layer to be in a flat state, so that the laying of the planting layer is facilitated.
Preferably, the bottom of the concrete foundation slope is fixedly connected with a drainage well, and the upper end face of the drainage well is flush with the planting layer.
Through adopting above-mentioned technical scheme, when planting intraformational moisture is more, can flow in to the drainage well to flow through the drainage well and flow in municipal pipeline, make the bank protection have good drainage.
Preferably, the side of the drainage well close to the planting layer is provided with a water filtering hole.
Through adopting above-mentioned technical scheme, when planting intraformational moisture that has impurity such as soil of doping through the drainage hole, during moisture got into the drainage well through the drainage hole and debris were intercepted to this debris that have reduced and got into the drainage well, thereby avoided debris to pile up the problem that influences bank protection drainage performance in the drainage well.
In summary, the present application includes at least one of the following beneficial technical effects:
after the reinforcing rods are inserted into the concrete foundation slope, concrete is poured into the pouring groove, the concrete flows into the concrete foundation slope through the overflow holes, and after the concrete is solidified, the reinforcing rods and the concrete foundation slope can be connected more stably, so that the stability of the slope protection is improved, and the possibility of landslide of the slope protection due to poor stability is reduced;
when the adjacent dry-laid locking blocks are arranged in the concrete frame, the inserting block on one dry-laid locking block is inserted into the inserting slot of the adjacent dry-laid locking block, so that the stability and the connection strength between the adjacent dry-laid locking blocks are enhanced, and the stability and the protection effect of the slope protection are improved;
the waterproof layer can play waterproof effect, reduces external moisture effect on the concrete foundation slope, influences the problem of concrete foundation slope steadiness.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application.
Fig. 2 is an enlarged schematic view of a in fig. 1.
Fig. 3 is a schematic structural diagram of a mortarless lock block in the embodiment of the application.
Description of reference numerals: 1. concrete foundation slopes; 2. a waterproof layer; 21. leveling layer; 3. planting a layer; 4. a drainage well; 41. water filtering holes; 5. a concrete frame; 6. a reinforcing rod; 61. pouring a groove; 62. an overflow aperture; 7. dry building a lock block; 71. inserting a block; 711. a horizontal portion; 712. a vertical portion; 72. a slot; 73. planting through grooves; 8. reinforcing the structure; 81. reinforcing the nail; 82. a spring steel bar.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses dry-laid lock piece bank protection. Referring to fig. 1, a dry-masonry lock piece protection slope includes concrete foundation slope 1, and concrete foundation slope 1 is formed by concrete placement, is equipped with waterproof layer 2 on the domatic of concrete foundation slope 1, and waterproof layer 2 is laid by waterproofing membrane and is formed, and it has good waterproof performance. Leveling layers 21 are paved on the side face, close to the concrete foundation slope 1, of the waterproof layer 2 and the side face, far away from the concrete foundation slope 1, of the waterproof layer 2, and the leveling layers 21 are formed by paving leveling mortar.
Lie in waterproof layer 2 and keep away from the screed-coat 21 upper berth of concrete foundation slope 1 one side and be equipped with and plant layer 3, the bottom fixedly connected with drainage well 4 of concrete foundation slope 1, the length direction of drainage well 4 is unanimous with the length direction of concrete foundation slope 1, the up end of drainage well 4 and the 3 parallel and level of planting layer, and drainage well 4 is close to and has seted up drainage hole 41 on the side of planting layer 3, water in planting layer 3 gets into in the drainage well 4 after filtering through drainage hole 41, finally flow in municipal pipeline.
Referring to fig. 2, fixedly connected with concrete frame 5 on the domatic edge of planting layer 3, concrete frame 5 is rectangle frame structure, and fixedly connected with anchor strut 6 on the concrete frame 5, and the tip that anchor strut 6 kept away from concrete frame 5 is sharp-pointed form, and the sharp-pointed form tip of anchor strut 6 inserts and establishes in concrete foundation slope 1. The reinforcing rod 6 is provided with a pouring groove 61, the depth direction of the pouring groove 61 is consistent with the length direction of the reinforcing rod 6, the reinforcing rod 6 is provided with an overflow hole 62, the overflow hole 62 penetrates through the reinforcing rod 6 along the thickness direction of the side wall of the reinforcing rod 6, and the overflow hole 62 is communicated with the pouring groove 61.
Referring to fig. 2 and 3, the dry-laid locking blocks 7 are uniformly laid in the concrete frame 5, the dry-laid locking blocks 7 are of square block structures, and the upper surfaces of the planting layers 3 on the lower surfaces of the dry-laid locking blocks 7 are tightly attached. The side surface of the mortarless lock block 7 is fixedly connected with an insertion block 71, the insertion block 71 comprises a horizontal part 711 and a vertical part 712, the horizontal part 711 is of a rectangular plate-shaped structure, the horizontal part 711 is fixed on the side surface of the mortarless lock block 7, the vertical part 712 is of a rectangular plate-shaped structure, the length direction of the vertical part 712 is consistent with that of the horizontal part 711, and the vertical part 712 is fixed on the edge of the lower surface of the horizontal part 711, which is far away from the mortarless lock block 7. The side of the dry-masonry lock block 7, which is far away from the insertion block 71, is provided with a slot 72, the slot 72 is rectangular, the slot 72 is in insertion fit with the insertion block 71, when the dry-masonry lock block 7 is laid on the planting layer 3, the insertion block 71 on one dry-masonry lock block 7 is in insertion fit with the insertion block 71 on the adjacent dry-masonry lock block 7, and therefore the stability of connection between the adjacent dry-masonry lock blocks 7 is good. The dry-masonry lock block 7 is provided with a planting through groove 73, the planting through groove 73 penetrates through the dry-masonry lock block 7 along the thickness direction of the dry-masonry lock block 7, and the planting through groove 73 is communicated with the planting layer 3.
Referring to fig. 2, the dry-masonry lock blocks 7 are provided with four reinforcing structures 8, the number of the reinforcing structures 8 on any dry-masonry lock block 7 is four, and the four reinforcing structures 8 are uniformly distributed on four corners of the dry-masonry lock block 7 in a rectangular shape. The reinforcing structure 8 comprises reinforcing nails 81 and spring steel bars 82, the reinforcing nails 81 penetrate through the dry-masonry lock blocks 7, and the end parts of the reinforcing nails are inserted into the planting layers 3. The dry-masonry lock block 7 is provided with a through hole (not shown), the through hole penetrates through the dry-masonry lock block 7 along the thickness direction of the dry-masonry lock block 7, and the inner diameter of the through hole is larger than the diameter of the reinforcing nail 81. The quantity of spring billet 82 is two, the tip of two spring billet 82 is all fixed on the tip of establishing in planting layer 3 of inserting of reinforcing nail 81, and two spring billet 82 keep away from the tip of reinforcing nail 81 and all upwards just keep away from the direction extension of reinforcing nail 81, insert the tip of reinforcing nail 81 and establish in the through-hole, because the extrusion of through-hole lateral wall, make spring billet 82 produce deformation and buckle to reinforcing nail 81 place direction, so can wear to establish the through-hole with reinforcing nail 81, when the tip of reinforcing nail 81 is inserted and is established to planting layer 3 after, the effort that spring billet 82 receives reduces, so that this partial deformation makes its tip keep away from reinforcing nail 81, so that the restorability can carry on spacingly to reinforcing nail 81, prevent that it from breaking away from with planting layer 3.
The implementation principle of the dry-masonry lock piece slope protection of the embodiment of the application is as follows: the dry-laid locking blocks 7 are uniformly laid on the planting layer 3, the dry-laid locking blocks 7 are located in the concrete frame 5, and the concrete frame 5 and the dry-laid locking blocks 7 have good stability, so that the stability of the slope protection is improved; meanwhile, the reinforcing rods 6 enhance the connection stability between the concrete frame 5 and the concrete foundation slope 1; insert reinforcing rod 6 and establish behind concrete foundation slope 1, to pouring the interior concreting of groove 61, the concrete flows to concrete foundation slope 1 in through overflow hole 62, treats that the concrete condenses after, can make the connection between reinforcing rod 6 and the concrete foundation slope 1 more firm to the steadiness of bank protection has been promoted, has reduced the bank protection and has appeared the possibility of landslide because of the steadiness is poor.
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 dry-laid lock piece bank protection, includes concrete foundation slope (1), its characterized in that: a planting layer (3) is laid on the slope surface of the concrete foundation slope (1), a concrete frame (5) is fixedly connected to the edge of the slope surface of the planting layer (3), a reinforcing rod (6) with the end part positioned in the concrete foundation slope (1) penetrates through the concrete frame (5), the end part of the reinforcing rod (6) positioned in the concrete foundation slope (1) is sharp, a pouring groove (61) is formed in the reinforcing rod (6), and an overflow hole (62) communicated with the pouring groove (61) is fixedly connected to the side wall of the reinforcing rod (6); and the concrete frame (5) is uniformly paved with dry-laid locking blocks (7) positioned on the slope surface of the planting layer (3).
2. The mortarless lock block revetment according to claim 1, wherein: fixedly connected with inserts piece (71) on the side of dry masonry lock piece (7), offer on the side of dry masonry lock piece (7) and supply to insert piece (71) male slot (72), insert piece (71) and slot (72) are located respectively on the relative side of dry masonry lock piece (7).
3. The mortarless lock block revetment according to claim 1, wherein: and a planting through groove (73) communicated with the planting layer (3) is formed in the dry-masonry lock block (7).
4. The mortarless lock block revetment according to claim 1, wherein: and a reinforcing structure (8) is arranged on the dry-masonry lock block (7).
5. The mortarless lock block revetment according to claim 4, wherein: reinforced structure (8) are located reinforced nail (81) and fix spring billet (82) on reinforced nail (81) of planting layer (3) including wearing to establish dry-laid locking piece (7) and tip.
6. The mortarless lock block revetment according to claim 1, wherein: the concrete subgrade slope planting method is characterized in that a waterproof layer (2) is arranged between the concrete subgrade slope (1) and the planting layer (3), the waterproof layer (2) is close to the side face of the concrete subgrade slope (1) and the waterproof layer (2) is close to the side face of the planting layer (3), and leveling layers (21) are paved.
7. The mortarless lock block revetment according to claim 1, wherein: the bottom fixedly connected with of concrete foundation slope (1) drains well (4), the up end of draining well (4) with plant layer (3) parallel and level.
8. The mortarless lock block revetment according to claim 7, wherein: and a water filtering hole (41) is formed in the side surface, close to the planting layer (3), of the drainage well (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021463690.1U CN213014154U (en) | 2020-07-22 | 2020-07-22 | Dry-laid lock block revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021463690.1U CN213014154U (en) | 2020-07-22 | 2020-07-22 | Dry-laid lock block revetment |
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| Publication Number | Publication Date |
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| CN213014154U true CN213014154U (en) | 2021-04-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021463690.1U Active CN213014154U (en) | 2020-07-22 | 2020-07-22 | Dry-laid lock block revetment |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113287390A (en) * | 2021-05-27 | 2021-08-24 | 徐州中国矿大岩土工程新技术发展有限公司 | Planting tank for planting slope plants and plant spray-seeding method |
-
2020
- 2020-07-22 CN CN202021463690.1U patent/CN213014154U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113287390A (en) * | 2021-05-27 | 2021-08-24 | 徐州中国矿大岩土工程新技术发展有限公司 | Planting tank for planting slope plants and plant spray-seeding method |
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