CN209178757U - Environmental prefabricated assembling type reinforced concrete chute drainage system - Google Patents
Environmental prefabricated assembling type reinforced concrete chute drainage system Download PDFInfo
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- CN209178757U CN209178757U CN201822046150.2U CN201822046150U CN209178757U CN 209178757 U CN209178757 U CN 209178757U CN 201822046150 U CN201822046150 U CN 201822046150U CN 209178757 U CN209178757 U CN 209178757U
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Abstract
The utility model relates to a kind of environmental prefabricated assembling type reinforced concrete chute drainage systems, mainly include torrent slot standard precast section, the non-standard precast section of chute, grass planting diaphragm capsule；Torrent slot standard precast section one end inner surface bottom is equipped with protrusion, and other end outer surface bottom is equipped with groove；The non-standard precast section one end of chute is equipped with hook, and other end outer surface bottom is equipped with groove；Chute precast section outer surface bottom is uniformly equipped with resistance sliding tooth, and top is embedded in grass planting diaphragm capsule；Grass planting diaphragm capsule is inner hollow, and bottom face has angle with horizontal plane, and upper surface is parallel to the horizontal plane；Between chute precast section together using " stacked tile type " concave-convex hasp, and together using wirerope whole strand pricking.The utility model relates to chute drainage system use prefabricated assembled design concept, have the characteristics that install convenient, speed of application be fast and ecological, environmental protective, with preferable economic technology benefit.
Description
Technical field
The utility model relates to a kind of environmental prefabricated assembling type reinforced concrete chute drainage systems, belong to highway work
Journey field, suitable for the vertical drainage construction at the abrupt slope of embankment and cutting.
Background technique
In highway engineering, chute is mainly used to drain and achievees the purpose that slow down water velocity, for highway subgrade
Play very big protective effect, torrent slot structure it is reasonable whether be directly related to the safety of roadbed, in previous construction often
Using the draining chute of side slope of embankment mortar flag stone structure, since its raw material slabstone is difficult to uniform specification, while stone-laying team
5 skilled workers lack, and cause construction technology quality and are difficult to control and guarantee, this draining chute is caused sand easily occur
Starch not full, jointing falls off, seeps water, leak, and chute sedimentation and deformation, cracking wash away roadbed, forms roadbed and washes in a pan sky, serious person
Subgrade settlement is even caused to deform and collapse.
Therefore, in order to which the percolating water for effectivelying prevent mortar flag stone chute easily to occur causes roadbed side slope Moisture Damage problem,
It is necessary to research and develop a kind of convenient, reliable in quality chute of constructing, the utility model exactly develop in this context and
At, applied to practical chute construction in will generate significant economic benefit and social benefit.
Utility model content
This is implemented novel purpose and is, hook not full for mortar existing for traditional side slope of embankment mortar flag stone chute
Seam falls off, seeps water, leak, easily-deformable, crack and cause subgrade settlement to deform and the problems such as collapse, propose a kind of environmental pre-
Assembled steel reinforced concrete chute drainage system processed and construction method, Piecemeal erection chute is prefabricated from bottom to top for this method
Section, and by the concave-convex hasp of adjacent chute precast section " stacked tile type ", while wirerope both ends being passed through to the steel of resistance sliding tooth from bottom to top
Cable hole, and water flow dynamic energy is reduced using its anti-sliding stop of bottom resistance sliding tooth, using upper surface buffle sill, then by wirerope both ends drawknot
It, then will be in the good grass planting diaphragm capsule insertion precast section side wall tongue and groove of pre-production on the pre-buried pull ring of prefabricated catch pit.
In order to achieve the above technical purposes, the utility model uses following technical scheme:
The utility model relates to a kind of environmental prefabricated assembling type reinforced concrete chute drainage system, including torrent
It is the non-standard precast section of slot standard precast section, chute, wirerope, prefabricated catch pit, the power that disappears step, grass planting diaphragm capsule, spherical detachable
Filter screen, blotter, waterproof geotextiles；Described torrent slot standard precast section one end inner surface bottom is equipped with protrusion, the other end
Outer surface bottom is equipped with groove, and outer surface bottom is uniformly equipped with resistance sliding tooth；Described non-standard precast section one end of chute is set
There is hook, other end outer surface bottom is equipped with groove, and outer surface bottom is uniformly equipped with resistance sliding tooth；The resistance sliding tooth two sides are equal
Reserved wirerope hole；The top of the torrent slot standard precast section and the non-standard precast section of chute is designed for tongue and groove, and top is embedding
Enter grass planting diaphragm capsule；The grass planting diaphragm capsule is inner hollow, and bottom face has angle with horizontal plane, and upper surface is parallel to the horizontal plane；
Between the torrent slot standard precast section and the non-standard precast section of chute together using " stacked tile type " concave-convex hasp, it and uses
Together, wirerope both ends drawknot is on the pull ring of prefabricated catch pit for wirerope whole strand pricking.
The staggered setting buffle sill of the torrent slot standard precast section and chute non-standard precast section inner surface bottom.
The prefabricated catch pit is set to chute water inlet locations, and the non-standard precast section of chute is fixed by hook
In the side wall of prefabricated catch pit.
The non-standard precast section of chute installs spherical detachable filter screen, chute water outlet position in water inlet locations
Install the power step that disappears.
The spherical detachable filter screen is fixed in grass planting on fixing clamp, and through fixing clamp using steel wire lashing
Lateral wall of molding flask and the non-standard precast section side wall of chute.
The fixing clamp connects middle splint and two sides clamping plate by fixing bolt, and two sides clamping plate is movable, by tightening
Fixing bolt can fix two sides clamping plate, and two sides clamping plate inner wall end is respectively provided with rubber pad.
The utility model have the characteristics that and the utility model has the advantages that
(1) torrent slot standard precast section and the non-standard precast section of chute can batch production, standardization, Virtual production, gram
The problems such as taking mortar flag stone specification disunity, the easily settled deformation of chute, cracking in traditional side slope of embankment mortar flag stone chute,
Resistance to deformation, antiscour, anti-leakage ability are stronger, and it is more convenient to safeguard and replace in later period use；Torrent slot standard is prefabricated simultaneously
Protrusion and groove between section and the non-standard precast section of chute by setting realize " stacked tile type " bumps hasp, between component
Bonding strength is stronger；
(2) torrent slot standard precast section and chute non-standard precast section inner surface bottom are equipped with buffle sill, water outlet position
It sets and is provided with the power step that disappears, can effectively reduce water flow dynamic energy, reduce water flow for the erosion damage of chute；Torrent slot standard is pre-
Section processed and chute non-standard precast section outer surface bottom are equipped with resistance sliding tooth, can effectively avoid precast section and slide with the gradient, increase
The safety of construction and the stability of chute；
(3) the non-standard precast section of torrent slot standard precast section, chute and grass planting diaphragm capsule are that prefabrication generates, comparison
Traditional side slope of embankment mortar flag stone chute construction effectively reduces the workload at scene, and the cost of chute precast section is far low
In mortar flag stone；
(4) it is embedded in grass planting diaphragm capsule at the top of torrent slot standard precast section and the non-standard precast section of chute, by grass planting mould
It bankets in box plantation, it is more ecological and environmentally friendly to compare traditional side slope of embankment mortar flag stone chute, while increasing chute
Aesthetics；
(5) chute water inlet locations install spherical detachable filter screen, and then effectively filter water body impurity, avoid torrent
Slot blocking, while filter screen is detachable, facilitates the maintenance cleaning in later period.
Detailed description of the invention
Fig. 1 is environmental prefabricated assembling type reinforced concrete chute drainage system sectional view；
Fig. 2 is environmental prefabricated assembling type reinforced concrete chute drainage system plan view；
Fig. 3 is torrent slot standard precast section plane；
Fig. 4 is torrent slot standard precast section A-A sectional view；
Fig. 5 is torrent slot standard precast section B-B cross-section diagram；
Fig. 6 is torrent slot standard precast section C-C cross-section diagram；
Fig. 7 is torrent slot standard precast section D-D cross-section diagram；
Fig. 8 is the fixed schematic diagram of spherical detachable filter screen；
Fig. 9 is that fixing clamp opens schematic diagram；
Figure 10 is fixing clamp closure schematic diagram.
In figure: 1. torrent slot standard precast sections, 2. resistance sliding tooths, 3. buffle sills, 4. hooks, 5. tongue and grooves, 6. protrusions, 7. is recessed
Slot, 8. wireropes, 9. pull rings, 10. grass planting diaphragm capsules, 11. prefabricated catch pits, 12. disappear power step, 13. spherical detachable filter screens,
14. blotter, 15. waterproof geotextiles, 16. wirerope holes, the non-standard precast section of 17. chutes, 18. road shoulders, 19. fixing clamps,
20. steel wire, 21. middle splints, 22. two sides clamping plates, 23. fixing bolts, 24. rubber pads.
Specific embodiment
It is described in further detail with reference to the accompanying drawing and by embodiment to the utility model, following embodiment is to this
The explanation of utility model is not limited to following embodiment.The construction of certain highway subgrade slope chute drainage system, roadbed side slope
The gradient is β, using environmental prefabricated assembling type reinforced concrete chute drainage system and construction method.
In conjunction with shown in attached drawing 1 and Fig. 2, the utility model relates to environmental prefabricated assembling type reinforced concrete chute row
Water system includes torrent slot standard precast section 1, the non-standard precast section 17 of chute, wirerope 8, prefabricated catch pit 11, the power that disappears step
12, grass planting diaphragm capsule 10, spherical detachable filter screen 13, blotter 14, waterproof geotextiles 15；Torrent slot standard precast section 1 one
Inner surface bottom is held to be equipped with protrusion 6, other end outer surface bottom is equipped with groove 7, and outer surface bottom is uniformly equipped with resistance sliding tooth
2；Non-standard 1 one end of precast section of chute is equipped with hook 4, and other end outer surface bottom is equipped with groove 7, and outer surface bottom is uniform
Be equipped with resistance sliding tooth 2；The reserved wirerope hole 16 in 2 two sides of resistance sliding tooth；Torrent slot standard precast section 1 and the non-standard precast section of chute
17 top is the design of tongue and groove 5, and top is embedded in grass planting diaphragm capsule 10；Torrent slot standard precast section 1 and chute are non-standard prefabricated
The staggered setting buffle sill 3 in 17 inner surface bottoms of section；Grass planting diaphragm capsule 10 is inner hollow, and bottom face and horizontal plane have angle β,
Upper surface is parallel to the horizontal plane；It is recessed using " stacked tile type " between torrent slot standard precast section 1 and the non-standard precast section 17 of chute
Together, and together using 8 whole strand pricking of wirerope, 8 both ends drawknot of wirerope is on the pull ring 9 of prefabricated catch pit 11 for convex hasp；
Prefabricated catch pit 11 is set to chute water inlet locations, and the non-standard precast section 17 of chute is fixed on prefabricated collection by hook 4
The side wall in puddle 11；The non-standard precast section 17 of chute installs spherical detachable filter screen 13 in water inlet locations, and chute goes out
The mouth of a river position setting power step 12 that disappears.
As shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7,1 one end inner surface bottom of torrent slot standard precast section is equipped with protrusion
6, other end outer surface bottom is equipped with groove 7, and outer surface bottom is uniformly equipped with resistance sliding tooth 2, the reserved steel in 2 two sides of resistance sliding tooth
Cable hole 16；It is designed at the top of torrent slot standard precast section 1 for tongue and groove 5, the embeddable grass planting diaphragm capsule 10 in top；Torrent slot standard is prefabricated
The staggered setting buffle sill 3 in 1 inner surface bottom of section.
As shown in Fig. 8, Fig. 9 and Figure 10, prefabricated catch pit 11 is set to chute water inlet locations, and chute is non-standard
Precast section 17 is fixed on the side wall of prefabricated catch pit 11 by hook 4；Spherical detachable filter screen 13 is using steel wire lashing solid
In clamp 19, and 10 side wall of grass planting diaphragm capsule and non-standard 17 side wall of precast section of chute are fixed in by fixing clamp 19；Gu
Clamp 19 connects middle splint 21 and two sides clamping plate 22 by fixing bolt 23, and two sides clamping plate 22 is movable, by tightening fixation
Bolt 23 can fix two sides clamping plate 22, and clamping plate 22 inner wall end in two sides is respectively provided with rubber pad 24.
The utility model is described in detail in conjunction with the embodiments above, but the content be only the utility model compared with
Good embodiment, should not be considered as limiting the scope of the present invention.It is made according to the scope of application of this utility model
All the changes and improvements etc. should all be still fallen within the patent covering scope of the utility model.
Claims (6)
1. environmental prefabricated assembling type reinforced concrete chute drainage system, it is characterised in that: it includes that torrent slot standard is pre-
Section (1) processed, the non-standard precast section of chute (17), wirerope (8), prefabricated catch pit (11), the power that disappears step (12), grass planting diaphragm capsule
(10), spherical detachable filter screen (13), blotter (14), waterproof geotextiles (15)；The torrent slot standard precast section (1)
One end inner surface bottom is equipped with raised (6), and other end outer surface bottom is equipped with groove (7), and outer surface bottom is uniformly equipped with
Resistance sliding tooth (2)；The non-standard precast section of chute (17) one end is equipped with hook (4), and other end outer surface bottom is equipped with groove
(7), outer surface bottom is uniformly equipped with resistance sliding tooth (2)；Resistance sliding tooth (2) two sides are reserved wirerope hole (16)；The urgency
The top of chute standard precast section (1) and the non-standard precast section of chute (17) is tongue and groove (5) design, and top is embedded in grass planting mould
Box (10)；The grass planting diaphragm capsule (10) is inner hollow, and bottom face has angle with horizontal plane, and upper surface is parallel to the horizontal plane；
One is snapped over using " stacked tile type " bumps between the torrent slot standard precast section (1) and the non-standard precast section of chute (17)
It rises, and together using wirerope (8) whole strand pricking, wirerope (8) both ends drawknot is on the pull ring (9) of prefabricated catch pit (11).
2. ecotype prefabricated assembling type reinforced concrete chute drainage system according to claim 1, it is characterised in that:
The staggered setting buffle sill of torrent slot standard precast section (1) and the non-standard precast section of chute (17) inner surface bottom
(3).
3. ecotype prefabricated assembling type reinforced concrete chute drainage system according to claim 1, it is characterised in that:
The prefabricated catch pit (11) is set to chute water inlet locations, and the non-standard precast section of chute (17) passes through hook (4)
It is fixed on the side wall of prefabricated catch pit (11).
4. ecotype prefabricated assembling type reinforced concrete chute drainage system according to claim 1, it is characterised in that:
The non-standard precast section of chute (17) installs spherical detachable filter screen (13), chute water outlet position in water inlet locations
Disappear power step (12) described in installing.
5. ecotype prefabricated assembling type reinforced concrete chute drainage system according to claim 1, it is characterised in that:
The spherical detachable filter screen (13) is fixed on fixing clamp (19), and through fixing clamp (19) using steel wire lashing
Grass planting diaphragm capsule (10) side wall and the non-standard precast section of chute (17) side wall.
6. ecotype prefabricated assembling type reinforced concrete chute drainage system according to claim 5, it is characterised in that:
For the fixing clamp (19) by fixing bolt (23) connection middle splint (21) and two sides clamping plate (22), two sides clamping plate (22) can
Activity can be fixed two sides clamping plate (22) by tightening fixing bolt (23), and two sides clamping plate (22) inner wall end is respectively provided with rubber pad
(24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822046150.2U CN209178757U (en) | 2018-12-07 | 2018-12-07 | Environmental prefabricated assembling type reinforced concrete chute drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822046150.2U CN209178757U (en) | 2018-12-07 | 2018-12-07 | Environmental prefabricated assembling type reinforced concrete chute drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209178757U true CN209178757U (en) | 2019-07-30 |
Family
ID=67375839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822046150.2U Active CN209178757U (en) | 2018-12-07 | 2018-12-07 | Environmental prefabricated assembling type reinforced concrete chute drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209178757U (en) |
-
2018
- 2018-12-07 CN CN201822046150.2U patent/CN209178757U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 350800 Fifth Floor 508, 826 Xikou Commercial Street, Meixi Town, Minqing County, Fuzhou City, Fujian Province Patentee after: Zhiyong Construction Group Co., Ltd. Address before: 350800 Fifth Floor 508, 826 Xikou Commercial Street, Meixi Town, Minqing County, Fuzhou City, Fujian Province Patentee before: Fujian Xinghongyu Construction Co., Ltd. |