CN102828556A - Linear water collection port structure of stone ground of dry fountain basin - Google Patents
Linear water collection port structure of stone ground of dry fountain basin Download PDFInfo
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- CN102828556A CN102828556A CN2012102469109A CN201210246910A CN102828556A CN 102828556 A CN102828556 A CN 102828556A CN 2012102469109 A CN2012102469109 A CN 2012102469109A CN 201210246910 A CN201210246910 A CN 201210246910A CN 102828556 A CN102828556 A CN 102828556A
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Abstract
The invention discloses a linear water collection port structure of a stone ground of a dry fountain basin, comprising a one-step poured concrete drainage ditch, concrete, a corrugated pipe, a water collection port, a a water collection port structure body and a round stainless steel bar with a spacing of 300mm and a diameter of phi8mm, wherein the one-step poured concrete drainage ditch is composed of the corrugated pipe and the concrete; the concrete is used for pouring the whole drainage ditch; the corrugated pipe is mounted and fixed in the one-step poured concrete drainage ditch and used as both an inner filling formwork and a drainage channel; the water collection port is formed on an upper port between a reserved template and the corrugated pipe by virtue of concrete cutting machine; the water collection structure port body is formed by reversely combining two Z-shaped stainless steel parts; and the round stainless steel bar with the spacing of 300mm and the diameter of phi8mm is welded between the structural stainless steel parts. The Z-shaped structural water recovery port structure provided by the invention can be used for effectively preventing garbage and sundries from entering the inside of a water recovery port. The corrugated pipe which is used both as the inner filling model and the drainage channel is placed in the drainage ditch so that water on the ground smoothly enters the inside of the traditional reservoir through the corrugated pipe to facilitate the further cyclic utilization.
Description
Technical field
The invention belongs to the construction drainage technical field, relate to the structure that a kind of stone floor is received water, the linearity that relates in particular to a kind of non-irrigated formula fountain basin stone floor is received the structure of water.
Background technology
In order to make the scape needs, in landmark crowd and gardens, the artificial water injector with ornamental non-irrigated formula fountain basin---the non-irrigated formula fountain basin of building is also claimed nonirrigated farmland fountain, non-irrigated formula fountain, is called for short the drought spray.Stone floor is meant ground such as natural granite, marble and stonite, marble.The linearity of drought formula fountain basin stone floor design is received the structure of water; Its drainage system engineering the good result that will reach should be: no matter be to common land drainage; The heavy rain of still not meeting for many years; Drainage system all rapidly draining the pavement material on ground is exempted from decreases ring to stop excess surface water.
Be seated No. one institute's engineering in road, Tai'an at bridge side, Baoding, Tianjin; Be high-grade apartment with hotel-styled services; Architectural style is English style, will become one of littoral important view building in Haihe River as the landmark building in the English landscape of road, Tai'an, Tianjin five compounds district after building up.Whole building is made up of two U type plane structures, forms an annular building, and interior garden adopts stone floor, and there is a non-irrigated formula fountain basin middle.The stone floor of the non-irrigated formula fountain basin of interior garden is provided with the linear water structure of receiving, and the elongated linear stainless steel that is designed to add steel concrete gutter, the slit width 40mm that the cover plate middle is offered of cover plate from the bottom to top successively and is " L " type shape and structure is received the mouth of a river and constituted the structure finished product that water is received in moulding.Wherein: said steel concrete is built the gutter, is that segmentation is built for twice, and the stainless angle steel receipts of the inferior light limit that the mouth of a river is the band metal connecting piece of heavy wall 8mm is received in the gutter.There is following defective in the structure at the receipts mouth of a river of prior art in the structure finished product actual row water process at its construction work progress and the receipts mouth of a river:
1), the gutter concrete of prior art is built, and is that segmentation is built for twice, therefore makes the inner formword of final stage remove difficulty even can't remove.
2), because to receive the section area of internal construction in ditch little, make the ditch wall form reinforcing, concrete build and the bottom of trench exercisable space such as the work of looking for flashing of plastering little, flaw is arranged slightly, certainly will influence the receipts water effect of the structure of receiving the mouth of a river.
3), the stainless steel of the receipts water slit of wide 24mm and title " L " type planform is received the mouth of a river; Above that in case piled up ground such as rubbish foreign material such as cigarette end, leaves; Or " L " type that falls into is received in the slit, the mouth of a river; Very easily cause the impeded drainage even the obstruction in the receipts ditch of receiving the mouth of a river, cause greatly hidden danger for so daily normal use.
The structure at the above-mentioned receipts mouth of a river is made the defective of existence; Become and received the mouth of a river structure finished product design item personnel of manager office and building construction technology personnel problem of very paying close attention to and the problem that needs to be resolved hurrily; Therefore the linear structure market of receiving water of the stone floor of non-irrigated formula fountain basin demands developing the structure finished product that the linearity with good receipts water and drainage effect is received water urgently.
Summary of the invention
The objective of the invention is to solve the problem that above-mentioned prior art exists, and a kind of structure of linearity receipts water of non-irrigated formula fountain basin stone floor is provided, this receipts mouth of a river of receiving water structure is reasonable in design, is convenient to clear up the rubbish foreign material of piling up on it, makes the ponding smooth discharge.
For realizing the object of the invention, the technical scheme that is adopted is:
A kind of linearity of non-irrigated formula fountain basin stone floor is received the structure of water; The receipts mouth of a river structure and the adjacent stone material that comprise " L " type planform of adding a cover slab reinforced concrete gutter, cover plate middle are mated formation, and it is characterized in that: the linear structure of receiving water is construed as by following component groups:
1), the concrete gutter of one-time-concreting;
2), build the concrete in whole gutter;
3), tie up receive ditch bottom of trench and furrow bank reinforcing bar after, be fixed on and both do filled internal mold in the concrete gutter 1 of one-time-concreting, simultaneously again as the bellows of drainage channel;
4), receiving the pre-buried template in position, the mouth of a river before the concreting;
The receipts mouth of a river of 5), opening at the template and the place suitable for reading between the bellows of reservation through Cement cutter;
6), be " Z " font structure shape stainless steel part A and B oppositely is combined into a receipts mouth of a river tectosome by 2, wherein the α angle of stainless steel part A is 90
°～140
°, the β angle of stainless steel part B is 90
°～140
°, be welded with Φ 8mm stainless steel round bar, spacing 300mm between " Z " font structure shape stainless steel part A and " Z " font structure shape stainless steel part B;
Component groups by above-mentioned 1-6 is construed as the structure that integrated linear is received water.
Said gutter, its insied width and degree of depth specification are designed to 400mm and 300m respectively.
Said bellows, its diameter dimension is designed to 300mm.
Said template, its width dimensions is designed to 30mm～50mm, and length dimension is designed to 100mm～200mm.
Finished product slit, the said receipts mouth of a river, its inner width is designed and sized to 20mm～30mm.
Beneficial effect:
Compared with prior art, the present invention has following beneficial effect:
1), gutter primary concreting moulding, guaranteed the bulk strength in concrete gutter like this.Bellows inner wall smooth simultaneously is convenient to the smooth discharge of ponding.
2), to receive the mouth of a river firm, it is tight to receive the water seam, is convenient to the cleaning of rubbish foreign material.Receipts water under the wide receipts of the 24mm mouth of a river stitches only 3mm, receives place, the mouth of a river even there are foreign material to be deposited in, and cleaning in time gets final product, and guarantees the normal draining in gutter.
Description of drawings
Fig. 1 is the structural representation before the mouth of a river is received in cutting of the present invention;
Fig. 2 is a structural representation of the present invention;
Fig. 3 is that the structural representation at the mouth of a river is received in the stainless steel part combination of 2 " Z " font structure shapes among Fig. 1;
Fig. 4 is the prior art constructions sketch map;
Fig. 5 is the structural representation at the receipts mouth of a river in the prior art constructions.
Among Fig. 1: the 1-gutter; The 2-concrete; The 3-bellows; The 4-template.
Among Fig. 2: the 1-gutter; The 2-concrete; The 3-bellows; The 5-receipts mouth of a river-; 6-receives mouth of a river structure;
The stone material that 7-mats formation.
Among Fig. 3: 8-Φ 8 stainless steel round bar; A-" Z " type stainless steel part; B-" Z " type stainless steel part.
Among Fig. 4: the 9-gutter; The 10-concrete; 11-receives the mouth of a river; 12-receives mouth of a river structure; The stone material that 13-mats formation.
Among Fig. 5: C-" L " type stainless steel part; D-" L " type stainless steel part; The 14-metal connecting piece.
The specific embodiment
In order to make the object of the invention, technical scheme and advantage clearer,, the present invention is further elaborated below in conjunction with accompanying drawing.Should be appreciated that specific embodiment described herein only in order to explanation the present invention, and be not used in qualification the present invention.
Embodiment
The linearity of a kind of non-irrigated formula fountain basin stone floor as shown in Figure 2 is received the structure of water, is construed as by following component groups:
1), the concrete gutter 1 of one-time-concreting;
2), build the concrete 2 in whole gutter 1;
3), tie up receive ditch bottom of trench and furrow bank reinforcing bar after, be fixed on and both do filled internal mold in the concrete gutter 1 of one-time-concreting, simultaneously again as the bellows 3 of drainage channel;
4), receiving the pre-buried template 4 as shown in Figure 1 in 5 positions, the mouth of a river before the concreting;
The receipts mouth of a river 5 of 5), opening at the template 4 and the place suitable for reading between the bellows 3 of reservation through Cement cutter;
6), be " Z " font structure shape stainless steel part A and B oppositely is combined into a receipts mouth of a river tectosome 6 by 2 as shown in Figure 3, wherein: the α angle of stainless steel part A is 90
°～140
°, present embodiment α angle design is 135
°, the β angle of stainless steel part B is 90
°～140
°, present embodiment β angle design is 135
°, be welded with Φ 8mm stainless steel round bar 8 between " Z " font structure shape stainless steel part A and " Z " font structure shape B stainless steel part B, spacing 300mm place, consistent to guarantee receiving mouth of a river width;
Component groups by above-mentioned 1-6 is construed as the structure that integrated linear is received water, and the adjacent ground of structure of receiving water with said linearity is the stone material 7 of mating formation.
Said gutter 1, its insied width and degree of depth specification are designed to 400mm and 300mm respectively.
Said bellows 3, its diameter dimension is designed to 300mm.
Said template 4, its gauge is designed to 30mm～50mm, and length dimension is designed to 100mm～200mm, and present embodiment is designed to 30mm, and length dimension is designed to 150mm.
5 finished product slits, the said receipts mouth of a river, its inner width is designed and sized to 20mm～30mm, and present embodiment is designed to 24mm.
The linearity of prior art as shown in Figure 4 is received mouth of a river structure; By the concrete gutter 9 that adds cover plate; The slit width 40mm that the cover plate middle is offered; Concrete 10 is received the mouth of a river 11 and the 2 as shown in Figure 5 elongated linear stainless steel C that are " L " type shape and structure and D and elongated linear stainless steel C and is formed through metal connecting piece 14 and concreting with D together and receive mouth of a river structure 12, and constructing 12 ground adjacent to the receipts mouth of a river is the stone material 13 of mating formation.
Compared with prior art, 2 of the present invention are " Z " font structure shape stainless steel part A and B oppositely is combined into a receipts mouth of a river tectosome 6, aspect the entering that prevents the rubbish foreign material, have more effective prevention effect.The present invention installs to place in gutter 1 and had both done filled internal mold, simultaneously again as the bellows 3 of drainage channel, makes ground ponding from bellows 3 smooth and easy entering in the existing reservoir, so that further carry out recycle.
The above only is a preferred implementation of the present invention; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the principle of the invention; Can also make some improvement and retouching, these improvement and retouching also should be regarded as protection scope of the present invention.
Claims (5)
1. the linearity of a non-irrigated formula fountain basin stone floor is received the structure of water; The receipts mouth of a river structure and the adjacent stone material that comprise " L " type planform of adding a cover slab reinforced concrete gutter, cover plate middle are mated formation, and it is characterized in that: the linear structure of receiving water is construed as by following component groups:
1), the concrete gutter of one-time-concreting (1);
2), build the concrete (2) of whole gutter (1);
3), tie up receive ditch bottom of trench and furrow bank reinforcing bar after, be fixed on and both do filled internal mold in the concrete gutter of one-time-concreting (1), simultaneously again as the bellows (3) of drainage channel;
4), receiving the pre-buried template (4) in position, the mouth of a river (5) before the concreting;
The receipts mouth of a river (5) of 5), cracking at the template (4) and the place suitable for reading between the bellows (3) of reservation through Cement cutter;
6), be " Z " font structure shape stainless steel part (A) and (B) oppositely be combined into a receipts mouth of a river tectosome (6) by 2, wherein the α angle of stainless steel part (A) is 90
°～140
°, the β angle of stainless steel part (B) is 90
°～140
°, be welded with Φ 8mm stainless steel round bar (8), spacing 300mm between " Z " font structure shape stainless steel part (A) and " Z " font structure shape stainless steel part (B);
Component groups by above-mentioned 1-6 is construed as the structure that integrated linear is received water.
2. receive the structure of water according to the linearity of the said non-irrigated formula fountain basin stone floor of claim 1, it is characterized in that: said gutter 1, its insied width and degree of depth specification are designed to 400mm and 300mm respectively.
3. receive the structure of water according to the linearity of the said non-irrigated formula fountain basin stone floor of claim 1, it is characterized in that: said bellows (3), its diameter dimension is designed to 300mm.
4. receive the structure of water according to the linearity of the said non-irrigated formula fountain basin stone floor of claim 1, it is characterized in that: said template (4), its width dimensions is designed to 30mm～50mm, and length dimension is designed to 100mm～200mm.
5. receive the structure of water according to the linearity of the said non-irrigated formula fountain basin stone floor of claim 1, it is characterized in that: finished product slit, the said receipts mouth of a river (5), its inner width is designed and sized to 20mm～30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102469109A CN102828556B (en) | 2012-07-17 | 2012-07-17 | Linear water collection port structure of stone ground of dry fountain basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102469109A CN102828556B (en) | 2012-07-17 | 2012-07-17 | Linear water collection port structure of stone ground of dry fountain basin |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102828556A true CN102828556A (en) | 2012-12-19 |
| CN102828556B CN102828556B (en) | 2013-11-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012102469109A Active CN102828556B (en) | 2012-07-17 | 2012-07-17 | Linear water collection port structure of stone ground of dry fountain basin |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104889008A (en) * | 2015-05-28 | 2015-09-09 | 苏州金螳螂建筑装饰股份有限公司 | Dry land water spraying body circulation system and construction method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0637652A1 (en) * | 1993-08-06 | 1995-02-08 | Steinzeug GmbH | Shaft element of an inspection chamber |
| WO2002101159A1 (en) * | 2001-06-11 | 2002-12-19 | Blueport Nominees Pty Ltd | Lined manhole base section |
| CN2613292Y (en) * | 2003-04-11 | 2004-04-28 | 刘克荣 | Plane bottom inner circular channel for track and field-sports field |
| CN101392544A (en) * | 2007-09-19 | 2009-03-25 | 北京泰宁科创科技有限公司 | Gap catchment infiltration type drainage ditch |
| CN201605653U (en) * | 2010-02-08 | 2010-10-13 | 马爱燕 | Rainwater drainage device for road |
| CN201746924U (en) * | 2010-08-23 | 2011-02-16 | 叶香竹 | Leak ditch |
| CN102383408A (en) * | 2011-09-20 | 2012-03-21 | 北京正和恒基滨水生态环境治理有限公司 | Greening method for high water level impermeable saline and alkaline lands and greening system |
| CN202672323U (en) * | 2012-07-17 | 2013-01-16 | 天津三建建筑工程有限公司 | Linear water collection structure of dry type fountain pool stone ground |
-
2012
- 2012-07-17 CN CN2012102469109A patent/CN102828556B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0637652A1 (en) * | 1993-08-06 | 1995-02-08 | Steinzeug GmbH | Shaft element of an inspection chamber |
| WO2002101159A1 (en) * | 2001-06-11 | 2002-12-19 | Blueport Nominees Pty Ltd | Lined manhole base section |
| CN2613292Y (en) * | 2003-04-11 | 2004-04-28 | 刘克荣 | Plane bottom inner circular channel for track and field-sports field |
| CN101392544A (en) * | 2007-09-19 | 2009-03-25 | 北京泰宁科创科技有限公司 | Gap catchment infiltration type drainage ditch |
| CN201605653U (en) * | 2010-02-08 | 2010-10-13 | 马爱燕 | Rainwater drainage device for road |
| CN201746924U (en) * | 2010-08-23 | 2011-02-16 | 叶香竹 | Leak ditch |
| CN102383408A (en) * | 2011-09-20 | 2012-03-21 | 北京正和恒基滨水生态环境治理有限公司 | Greening method for high water level impermeable saline and alkaline lands and greening system |
| CN202672323U (en) * | 2012-07-17 | 2013-01-16 | 天津三建建筑工程有限公司 | Linear water collection structure of dry type fountain pool stone ground |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104889008A (en) * | 2015-05-28 | 2015-09-09 | 苏州金螳螂建筑装饰股份有限公司 | Dry land water spraying body circulation system and construction method thereof |
| CN104889008B (en) * | 2015-05-28 | 2018-05-15 | 苏州金螳螂建筑装饰股份有限公司 | Drought water spray systemic circulatory system and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102828556B (en) | 2013-11-27 |
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