CN202850529U - Drop-water port structure of drop-water landscape - Google Patents
Drop-water port structure of drop-water landscape Download PDFInfo
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- CN202850529U CN202850529U CN 201220395014 CN201220395014U CN202850529U CN 202850529 U CN202850529 U CN 202850529U CN 201220395014 CN201220395014 CN 201220395014 CN 201220395014 U CN201220395014 U CN 201220395014U CN 202850529 U CN202850529 U CN 202850529U
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- 241001365789 Oenanthe crocata Species 0.000 title abstract 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 83
- 238000010276 construction Methods 0.000 abstract description 24
- 238000005265 energy consumption Methods 0.000 abstract description 6
- 239000004575 stone Substances 0.000 description 15
- 230000000694 effects Effects 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 238000005498 polishing Methods 0.000 description 6
- 238000009825 accumulation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 150000003839 salts Chemical class 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000010485 coping Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000009966 trimming Methods 0.000 description 2
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- 230000009286 beneficial effect Effects 0.000 description 1
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- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 210000002643 mouth floor Anatomy 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 210000003296 saliva Anatomy 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
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Abstract
The utility model relates to the field of an artificial drop-water landscape design, in particular to a drop-water port structure of a drop-water landscape. The utility model provides the drop-water port structure of the drop-water landscape. The drop-water port is provided with a plurality of inclined pull trough which are spaced at a certain distance and arranged in parallel along the water-drop port, each pull trough is provided with a water inlet end and a water outlet and along the water drop direction, and the water inlet end is higher than the water outlet end. Compared with the prior art, due to the fact that flow of water in unit time and flow of circulating water of a landscape pool in unit time are reduced, the drop-water port structure of the drop-water landscape has the advantages of reducing construction difficulty and cost and reducing energy consumption.
Description
Technical field
The utility model relates to artificial drop landscape design field, relates in particular to a kind of drop mouth structure of the view that drops.
Background technology
Artificial drop view is one of Landscape Design four key elements, and drop outlet structure form is the key factor that determines the drop landscape configuration, and different drop forms is directly connected to the size of landscape pond circulating water flow.Reasonably a drop mouthful design should be satisfied landscape pond drop effect, reduces as far as possible again the landscape pond circulating water flow to reach energy-conservation purpose.Drop view drop mouth structure commonly used is flat drop mouth at present, because levelness is difficult to control in work progress, in order to make the drop mouth to reach good equilibrium drop effect, need to repeatedly meticulously polish to construction rear plate formula drop mouth, so engineering length consuming time, difficulty of construction is large, cost of labor is high, and because drop mouthful is overflowed the generation water curtain shape view that drops for flat drop is mouthful main by water body, its drop area causes more greatly the drop amount large, the water pump that need to use relatively high power is keeping the circulating water flow of landscape pond in the unit interval, thereby so that the power consumption of landscape pond is larger.
Summary of the invention
For the problem that prior art exists, the utility model provides a kind of can reduce difficulty of construction, reduces the drop view drop mouth structure of construction cost.
The utility model is achieved in that a kind of drop view drop mouth structure, the described mouth that drops is provided with the kerve of space certain distance and edge drop mouthful many inclinations that are arranged side by side, each described kerve all has water inlet end and water side along the drop direction, and described water inlet end is higher than described water side.
Like this, so that water body is under Action of Gravity Field, entered by the water inlet end of each described kerve, along the drop direction from inside to outside, go out side by side in the water side of kerve from high to low, form the pencil water column that is parabolic.The flat drop mouth of present available technology adopting, its drop open area is larger, and the levelness construction technical requirement for the drop mouth is higher, in order to make the drop mouth reach good equilibrium drop effect, need to repeatedly meticulously polish to flat drop mouth, the utility model adopts many structures that the inclination kerve is arranged side by side, drop area and drop amount have been reduced, the utility model drop mouth can pass through manual polishing, trimming part divides the height of water inlet end to regulate the horizontal error of drop mouth, thereby solve the water side current unbalanced phenomena that causes because of horizontal error, can avoid large tracts of land polishing drop mouth; Than the flat drop mouth of prior art, the utility model is owing to the drop area reduces, thereby interior circulating water flow of minimizing landscape pond unit interval can adopt lower-powered submersible pump to keep the drop effect, thus the energy consumption of reduction landscape pond.Therefore the utility model has advantages of and can reduce difficulty of construction, reduces construction cost and reduce energy consumption with respect to prior art.
Further, the gradient of each described kerve is greater than 5% and be less than or equal to 20%.In order to guarantee that enough gradients can flow down water body smoothly along each kerve, the gradient of each kerve must guarantee greater than 5%; But be limited to cost and the structure of landscape pond, the gradient of kerve can not be greater than 20%, and the gradient of each described kerve is for greater than 5% and be less than or equal to 20% and be advisable.
Further, the spacing of any two adjacent kerves equates; The width of each described kerve all equates; The width of each described kerve equates with distance between any two adjacent kerves.Like this so that the water column shape and the spacing that flow out from every kerve all equate, can form the curtain-type more attractive in appearance view that drops.
Further, the length of described drop mouthful is the integral multiple of the spacing sum of the width of arbitrary described kerve and any two adjacent described kerves.In practice of construction, the integral multiple of the width that the described length that drops mouth is arbitrary described kerve and the spacing sum of any two adjacent described kerves, be convenient to the processing of stone material, can save processing cost and reduce the man-hour of constructing, reducing simultaneously the seam that produces because of the construction splicing affects overall appearance.
Particularly, the Width degree of depth at each place, described kerve water side is little.Such structure can guarantee that the water body that flows out from the kerve water side is the pencil form, rather than flat-shaped water body, and reducing water body can because flow down the probability of formation " accumulation of salt in the surface soil stream is white " phenomenon along sidewall, can produce graceful curtain-type drop view simultaneously.
Particularly, the height of each described kerve water inlet end is all concordant; The height of each described kerve water side is all concordant; The shape of cross section of each described kerve is rectangle.The employing said structure can be so that the water body of each described kerve of process keeps neat mobile situation, the landscape effect thereby the graceful curtain-type of generation drops.
In sum, the drop view drop mouth structure that the utility model provides compared with prior art has the reduction difficulty of construction, reduces construction cost, reduces the advantage of energy consumption.
Description of drawings
Figure 1 shows that a kind of drop landscape structure vertical section structure schematic diagram that the utility model embodiment provides.
Figure 2 shows that the partial enlarged drawing of A part among Fig. 1.
Figure 3 shows that the drop mouth floor map that the utility model embodiment provides.
Figure 4 shows that I-I directional profile schematic diagram among Fig. 3.
Figure 5 shows that a kind of drop mouthful view floor map that the utility model provides.
Accompanying drawing sign: the 1-mouth that drop; The 11-kerve; The 111-water inlet end; The 112-water side; The pond sidewall of 12-drop mouthful lower end; 13-coping stone; The 2-water body; The degree of depth of h1-water intake end, the degree of depth of h2-water side; The spacing of any two adjacent kerves of a 1-; The width of the arbitrary kerve of a 2-; B-drop mouthful stone material width; L-drop mouthful stone material length; L1-first order drop mouthful length; L2-second level drop mouthful length.
The specific embodiment
In order to make the purpose of this utility model and advantage clearer, below in conjunction with drawings and Examples, the utility model is described in further detail.
Referring to Fig. 1 to Fig. 4, the utility model provides a kind of drop view drop mouth structure, described drop mouth 1 is provided with the kerve 11 of space certain distance and edge drop mouthful 1 many inclinations that are arranged side by side, each described kerve 11 all has water inlet end 111 and water side 112 along the drop direction, and described water inlet end 111 is higher than described water side 112.
Particularly, the gradient of each described kerve 11 is greater than 5% and be less than or equal to 20%.In order to guarantee that enough gradients can successfully flow down water body 2 along kerve 11, the gradient of kerve 11 must guarantee greater than 5%, in the prior art since the gradient less than 5%, water body 2 does not just have the potential energy under the Action of Gravity Field, current just can not form parabola and go out rapidly away from pool wall, causing water body 2 in drop part water to be arranged is to flow down along pond sidewall 12, easily cause the pool wall stone material under the water body long period of soaking, to produce " accumulation of salt in the surface soil stream is white " phenomenon with cement mortar, so will guarantee that the gradient is greater than 5%; The gradient of kerve 11 again can not be too large, because the thickness of the coping stone 13 that the drop mouth of general landscape design 1 is used is 100mm, will increase the cost cost if stone material is too thick, in actual applications, the degree of depth h2 maximum of water side 112 can only be 80mm, and the degree of depth h1 minimum value of water inlet end 111 is 20mm (because the thickness of normal drop saliva stream is 20mm), the width B of drop mouth is limited by the pool wall structure width, generally use 300mm, so the gradient of kerve 11 is less than or equal to 20%.
Therefore the gradient of kerve 11 can not be greater than 20%.The gradient of each described kerve 11 is for greater than 5% and be less than or equal to 20% and be advisable.Referring to Fig. 2, the degree of depth h2 that the utility model embodiment optimizes water end (W.E.) 112 is 40mm, and the degree of depth h1 of water intake end 111 is 20mm, and the width B of drop mouth 1 is 300mm, and the gradient of each described kerve is 0.067.
Further, the spacing of any two adjacent kerves 11 of each described kerve 11 equates; The width of each described kerve 11 all equates; The width of each described kerve 11 equates with distance between any two adjacent kerves 11.Fig. 3 shows 10 kerves 11 at drop mouthful 1 place, spacing between every kerve 11 equates, like this so that the water column shape and the spacing that flow out from every kerve 11 all equate so that each water column is evenly arranged in drop mouthful, can form the rhythm neat the curtain-type view that drops.
The integral multiple of the width a2 that the described length L that drops mouth 1 is arbitrary described kerve 11 and the spacing a1 sum of any two adjacent described kerves 11. referring to Fig. 3, there is shown 10 kerves 11 at drop mouthful 1 place, in practice of construction, the integral multiple of the width that the described length that drops mouth 1 is arbitrary described kerve 11 and the spacing sum of any two adjacent described kerves 11, for example when the length of drop mouth is 600mm, then the spacing sum of the width of kerve 11 and any two adjacent kerves 11 is 60mm, such structure is convenient to the processing of stone material, prevent that seam from appearring in two blocks of stone materials when splicing, affect attractive in appearancely, also make things convenient for simultaneously the processing of stone cutting action can save processing cost and reduce construction man-hour.
The width a2 at each 112 place, described kerve 11 water sides is less than degree of depth h2.If it is tabular that kerve 11 water sides, 112 Width groove depth conferences cause falling water-outlet body, also easily makes current have part to flow down along sidewall and produce pool wall accumulation of salt in the surface soil phenomenon.So the control kerve 11 water sides 112 Width degree of depth are little to be in order to allow drop fasciculation water column rather than tabular water body.Such structure can guarantee to be the pencil form from the water body that flow out kerve 11 water sides 112, can produce graceful curtain-type drop view.
Further, the height of each described kerve 11 water inlet end 111 is all concordant; The height of each described kerve 11 water side 112 is all concordant.The shape of cross section of each described kerve 11 is rectangle, adopts said structure, can be so that the water body that flows out through described kerve 11 keep neat mobile situation, and current are balanced, thereby produce graceful curtain-type drop landscape effect.In practice of construction, adopt said structure can be convenient to the processing of stone material, reduce work hours, be beneficial to construction and build by laying bricks or stones.
Mouthful compare with in the past flat drop, reaching under the prerequisite of identical drop effect, drop of the present utility model mouthful 1 circulating water flow that can reduce in the landscape pond unit interval, and under a stable condition, can consider to adopt lower powered water pump to substitute high-power water pump, pond such as Fig. 1 and two-stage drop shown in Figure 5, wherein Fig. 1 is the vertical section structure schematic diagram of Fig. 5, Fig. 5 is the floor map of Fig. 1, the part shown in two groups of dotted lines represents drop mouthful 1 among Fig. 5, L1 represents the length of first order drop mouth, its numerical value is 15200mm, L2 represents the length of second level drop mouth, its numerical value is 11400mm, the tank at two-stage drop mouthful place is that the degree of depth of water body 2 positions in the corresponding diagram 1 is 300mm, the pond of such a two-stage drop is former to need to use model to be QY160-8-5.5W and model two submersible pumps as QY100-9-4.0W, the utility model only need use model to be the submersible pump of QY160-8-5.0W, thereby reach the amount of saving energy about 42%, and reduce the purpose of half cost.
The utility model has changed in the past because regulating the form of construction work of the unbalanced large tracts of land polishing of current drop mouth, thereby significantly reduce difficulty of construction, the input of reducing work hours, the pond of two-stage drop as shown in Figure 5, total length L 1+L2 is the drop mouth of 2660mm, than in the past flat drop mouthful, the utility model approximately reduces by 50 man-hours, and saves approximately 4000 yuan of manual polishing costs; Compare with in the past drop form, this novel drop mouth drop is the pencil water column of parabolic, do not contact the landscape pond lateral wall, thereby reduce " accumulation of salt in the surface soil " probability of lateral wall veneer stone material, thereby the reduction maintenance difficulties reduces the soda operation, reduces surfaceman 2-3, thereby reach energy-conserving and environment-protective, reduce the purpose of construction maintenance cost.
Because the Landscape Design area is very large, construction period is very short again, be different from the luxurious meticulous of interior design, so the general raw material that adopt of landscape design all have the characteristics such as easy processing and easy construction, be also noted that simultaneously the problems such as cost and outdoor application durability, therefore for these conditions, the utility model provides the above-mentioned technical scheme of relatively optimizing.The concrete size numerical value that the utility model embodiment explains only for the utility model numerical value of enumerating of the utility model for convenience of description, is not limited to the utility model.
It below only is preferred embodiment of the present utility model; and be not used in restriction the utility model; those skilled in the art for technical field under the utility model; without departing from the concept of the premise utility; also can make some deductions and replacement, all should be considered as belonging to protection domain of the present utility model.
Claims (10)
1. the drop mouth structure of the view that drops, it is characterized in that: the described mouth that drops is provided with the kerve of space certain distance and edge drop mouthful many inclinations that are arranged side by side, each described kerve all has water inlet end and water side along the drop direction, and described water inlet end is higher than described water side.
2. drop mouth structure according to claim 1, it is characterized in that: the gradient of each described kerve is greater than 5% and be less than or equal to 20%.
3. drop mouth structure according to claim 2 is characterized in that: the spacing of any two adjacent kerves equates.
4. drop mouth structure according to claim 3 is characterized in that: the width of each described kerve all equates.
5. drop mouth structure according to claim 4 is characterized in that: the width of each described kerve equates with distance between any two adjacent kerves.
6. drop mouth structure according to claim 4 is characterized in that: the integral multiple of the width that the described length that drops mouth is arbitrary described kerve and the spacing sum of any two adjacent described kerves.
7. according to claim 1 to 6 each described drop mouth structures, it is characterized in that: the Width degree of depth at each place, described kerve water side is little.
8. drop mouth structure according to claim 7, it is characterized in that: the height of each described kerve water inlet end is all concordant.
9. drop mouth structure according to claim 8, it is characterized in that: the height of each described kerve water side is all concordant.
10. drop mouth structure according to claim 9, it is characterized in that: the shape of cross section of each described kerve is rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220395014 CN202850529U (en) | 2012-08-10 | 2012-08-10 | Drop-water port structure of drop-water landscape |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220395014 CN202850529U (en) | 2012-08-10 | 2012-08-10 | Drop-water port structure of drop-water landscape |
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| CN202850529U true CN202850529U (en) | 2013-04-03 |
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| CN 201220395014 Expired - Fee Related CN202850529U (en) | 2012-08-10 | 2012-08-10 | Drop-water port structure of drop-water landscape |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017004809A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | Villa capable of intelligently controlling landscape by means of access control, and landscape control method |
| WO2017004807A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | System and method for managing villa landscape through network |
| WO2017004808A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | Landscape villa managed by means of routing, and management method |
| CN109183966A (en) * | 2018-09-06 | 2019-01-11 | 厦门市宏展工程建设有限公司 | It is a kind of without marginal water scenery structure |
| CN109764447A (en) * | 2019-03-05 | 2019-05-17 | 中国建筑西北设计研究院有限公司 | A kind of air temperature-adjustment humidity controlling system based on indoor waterspace |
-
2012
- 2012-08-10 CN CN 201220395014 patent/CN202850529U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017004809A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | Villa capable of intelligently controlling landscape by means of access control, and landscape control method |
| WO2017004807A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | System and method for managing villa landscape through network |
| WO2017004808A1 (en) * | 2015-07-08 | 2017-01-12 | 盛玉伟 | Landscape villa managed by means of routing, and management method |
| CN109183966A (en) * | 2018-09-06 | 2019-01-11 | 厦门市宏展工程建设有限公司 | It is a kind of without marginal water scenery structure |
| CN109764447A (en) * | 2019-03-05 | 2019-05-17 | 中国建筑西北设计研究院有限公司 | A kind of air temperature-adjustment humidity controlling system based on indoor waterspace |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130403 Termination date: 20190810 |