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WO2018121116A1 - 一种加强型集水排水装置 - Google Patents

一种加强型集水排水装置 Download PDF

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Publication number
WO2018121116A1
WO2018121116A1 PCT/CN2017/111234 CN2017111234W WO2018121116A1 WO 2018121116 A1 WO2018121116 A1 WO 2018121116A1 CN 2017111234 W CN2017111234 W CN 2017111234W WO 2018121116 A1 WO2018121116 A1 WO 2018121116A1
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WO
WIPO (PCT)
Prior art keywords
reinforcing ribs
drainage
tank body
water collecting
drain tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/CN2017/111234
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English (en)
French (fr)
Inventor
许小华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NANTONG HUWANG PLASTIC SCIENCE AND TECHNOLOGY DEVELOPMENT Co Ltd
Original Assignee
NANTONG HUWANG PLASTIC SCIENCE AND TECHNOLOGY DEVELOPMENT Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
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Publication of WO2018121116A1 publication Critical patent/WO2018121116A1/zh
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water

Definitions

  • the utility model belongs to the technical field of greening drainage, and particularly relates to a reinforced water collecting and drainage device.
  • the existing water collecting and drainage devices are generally used in underground water collecting and drainage operations. Because you do not occupy the surface area of the ground, and can reuse the groundwater again, it is favored by the majority of users. However, due to the insufficient strength of the current water collecting and drainage device, it is generally only suitable for installation at a distance of 2-3 meters below the surface of the earth, so that groundwater collection and utilization at a depth below the surface cannot be collected, thereby limiting the application range of the water collecting device.
  • the purpose of the utility model is to solve the deficiencies in the prior art, and to provide an improvement of the original reinforcing rib structure, thereby enhancing the overall strength of the drainage device, so that the drainage device is more suitable for installation in a deeper A reinforced water collecting and drainage device in the soil layer.
  • a reinforced water collecting and drainage device includes a drain tank body, and a plurality of reinforcing ribs are disposed on the drain tank body, and side reinforcing ribs are respectively disposed on two sides of the reinforcing ribs.
  • the side ribs are disposed in a horizontal direction or a vertical direction or are disposed in two directions at the same time.
  • the upper portion of the drain groove body is provided with a gas permeable observation port, and the side portion of the drain groove body is provided with a drain port.
  • the bottom of the drain tank body is provided with a bottom plate, and the end of the drain groove body is provided with a plug-in type slot structure for fixing and extending the drain groove, and the drain groove body is further provided with a water storage port for storing water.
  • the side ribs are disposed on the upper surface of the drain groove body or extend to the side of the drain groove body.
  • side reinforcing ribs are provided in plurality, and are arranged in parallel or non-parallel with each other.
  • the angle between the side reinforcing ribs in the horizontal direction and the reinforcing ribs is 30-90°, and the angle between the side reinforcing ribs in the vertical direction and the reinforcing ribs is 15-60°.
  • the rib has a height ranging from 15 to 45 cm and a thickness of 2-4 mm, and the side rib has a thickness of 3-8 mm and a width of 10-50 mm.
  • drain groove body the reinforcing ribs and the side reinforcing ribs are all made of a high density polyethylene material.
  • the water collecting and drainage device is installed at a depth of 3-10 m below the surface.
  • the utility model has the advantages that the utility model has the advantages of compact structure and reasonable design, and the original reinforcing rib structure is improved, thereby enhancing the overall strength of the drainage device, and the drainage device is more suitable for installation in a deeper soil layer, thereby expanding the application prospect.
  • Figure 1 is a front view showing the structure of the present invention
  • Figure 2 is a plan view of Figure 1;
  • Figure 3 is a side view of Figure 1.
  • a reinforced water collecting and drainage device as shown in FIG. 1 to FIG. 3, comprising a drainage tank body 1, wherein the drainage channel body 1 is spaced apart from a plurality of reinforcing ribs 2, and the reinforcing ribs 2 are respectively provided with sides on both sides thereof.
  • a rib 8 the side ribs 8 are disposed in a horizontal direction (as shown in FIG. 2) or a vertical direction (as shown in FIG. 1) or simultaneously in two directions, the upper portion of the drain body 1
  • a ventilating viewing port 3 is provided.
  • the side of the gutter body 1 is provided with a drain port 4, and the bottom of the gutter body 1 is provided with a bottom plate 5, and the end of the gutter body 1 is provided with a fixing and extending row
  • the plug-in card slot structure 6 of the water tank is further provided with a water storage port 7 for storing water.
  • the side reinforcing ribs 8 are provided on the upper surface of the drain groove body 1 or extend to the side of the drain groove body 1.
  • the side reinforcing ribs 8 are provided in plurality, and are arranged in parallel or non-parallel with each other.
  • the angle between the side ribs 8 in the horizontal direction and the ribs 2 is 30-90°, and the angle between the side ribs 8 in the vertical direction and the ribs 2 is 15-60°.
  • the ribs 2 have a height ranging from 15 to 45 cm and a thickness of 2-4 mm, and the side ribs 8 have a thickness of 3 to 8 mm and a width of 10 to 50 mm.
  • the drain tank body 1, the reinforcing ribs 2 and the side reinforcing ribs 8 are all made of a high-density polyethylene material.
  • the drain tank body 1 has a width ranging from 4 to 20 cm and a height ranging from 10 to 30 cm, which can greatly improve the water storage capacity and is suitable for use in various occasions.
  • the gas permeable viewing port 3 has a diameter ranging from 150 to 200 cm.
  • the drain port 4 has a diameter ranging from 75 to 150 cm.
  • the bottom plate 5 is made of plastic or metal and has a thickness of 5-15 mm.
  • the inner diameter of the plug-in card slot structure 6 matches the outer diameter of the other card slot to which it is attached.
  • the water storage port 7 is provided at the same time in the upper portion, the side portion or both portions of the siphon drain tank body 1.
  • the drainage tank structure as described above may be docked by the card slot, and the inner and outer diameters of the two card slots connected to each other are different due to the different end portions of the drainage channel. Matching each other, when the docking installation is performed, the two ends can be docked with a little force, thereby greatly improving the installation efficiency.
  • the drainage troughs are fixedly extended with each other through the connecting card slot, and can be arranged at a position of 3-10 m below the surface as required, and the horizontal part of the drainage trough can be connected with the drainage plate, so that the sewage collected on the drainage plate It flows through the water storage port to the drainage trough, and the drainage trough collects the sewage intensively.
  • the sewage is discharged from the drainage port uniformly, and is collected and collected through the sedimentation tank and the collecting tank in turn, and the water in the final collection tank can be effectively recovered.

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  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

一种加强型集水排水装置，包括排水槽本体（1），排水槽本体（1）上间隔设有若干加强筋（2），加强筋（2）两侧分别设有侧部加强筋（8），侧部加强筋（8）设置在水平方向或垂直方向或同时设置在两个方向上，排水槽本体（1）的上部设有透气观察口（3），排水槽本体（1）的侧部设有排水口（4），排水槽本体（1）的底部设有底板（5），排水槽本体（1）的端部设有固定和延伸排水槽的插接式卡槽结构（6），排水槽本体（1）上还设有进行蓄水的蓄水口（7）。通过对原有加强筋结构进行改进，增强了排水装置的整体强度，使得排水装置更适合安装在更深的土层中。

Description

一种加强型集水排水装置 技术领域
本实用新型属于绿化排水技术领域，具体涉及一种加强型集水排水装置。
背景技术
现有的集水排水装置普遍应用于地下集水排水操作，由于你不占用地表面积，而且可以对地下水进行再次回收利用，从而深受广大用户的青睐。但是目前的集水排水装置由于强度不够高，普遍只适应安装在地表以下2-3米的距离，从而无法对地表以下深度的地下水采集和利用，从而限制了集水装置的应用范围。
实用新型内容
实用新型目的：本实用新型的目的是为了解决现有技术中的不足，提供一种通过对原有加强筋结构进行改进，从而增强了排水装置的整体强度，使得排水装置更适合安装在更深的土层中的加强型集水排水装置。
技术方案：本实用新型所述的一种加强型集水排水装置，包括排水槽本体，所述排水槽本体上间隔设有若干加强筋，所述加强筋两侧分别设有侧部加强筋，所述侧部加强筋设置在水平方向或垂直方向或同时设置在两个方向上，所述排水槽本体的上部设有透气观察口，所述排水槽本体的侧部设有排水口，所述排水槽本体的底部设有底板，所述排水槽本体的端部设有固定和延伸排水槽的插接式卡槽结构，所述排水槽本体上还设有进行蓄水的蓄水口。
进一步的，所述侧部加强筋设置在排水槽本体上表面或者延伸到排水槽本体的侧边。
进一步的，所述侧部加强筋设有多根，且相互之间平行设置或非平行设置。
进一步的，水平方向的侧部加强筋与加强筋的夹角为30-90°，垂直方向的侧部加强筋与加强筋的夹角为15-60°。
进一步的，所述加强筋的高度范围为15-45cm，厚度为2-4mm，所述侧部加强筋的厚度为3-8mm，宽度为10-50mm。
进一步的，所述排水槽本体、加强筋和侧部加强筋均采用高密度聚乙烯材料制成。
进一步的，该集水排水装置安装地表以下3-10m处。
有益效果：本实用新型结构紧凑、设计合理，通过对原有加强筋结构进行改进，从而增强了排水装置的整体强度，使得排水装置更适合安装在更深的土层中，从而扩展了应用前景。
附图说明
图1为本实用新型的结构主视图；
图2为图1的俯视图；
图3为图1的侧视图。
具体实施方式
如图1到图3所示的一种加强型集水排水装置，包括排水槽本体1，所述排水槽本体1上间隔设有若干加强筋2，所述加强筋2两侧分别设有侧部加强筋8，所述侧部加强筋8设置在水平方向(如图2所示)或垂直方向(如图1所示)或同时设置在两个方向上，所述排水槽本体1的上部设有透气观察口3，所述排水槽本体1的侧部设有排水口4，所述排水槽本体1的底部设有底板5，所述排水槽本体1的端部设有固定和延伸排水槽的插接式卡槽结构6，所述排水槽本体1上还设有进行蓄水的蓄水口7。
为了全方位增强本实用新型的整体强度，以及提高抗压以及抗拉伸性能，所述侧部加强筋8设置在排水槽本体1上表面或者延伸到排水槽本体1的侧边。所述侧部加强筋8设有多根，且相互之间平行设置或非平行设置。水平方向的侧部加强筋8与加强筋2的夹角为30-90°，垂直方向的侧部加强筋8与加强筋2的夹角为15-60°。所述加强筋2的高度范围为15-45cm，厚度为2-4mm，所述侧部加强筋8的厚度为3-8mm，宽度为10-50mm。所述排水槽本体1、加强筋2和侧部加强筋8均采用高密度聚乙烯材料制成。
排水槽本体1的宽度范围为4-20cm，高度范围为10-30cm，可大大提高蓄水能力，适用于各类场合使用。所述透气观察口3的直径范围为150-200cm。所述排水口4的直径范围为75-150cm。所述底板5采用塑料或金属制成，且厚度为5-15mm。所述插接式卡槽结构6的内径与另一个与之相连接的卡槽的外径相匹配。所述蓄水口7设置在虹吸排水槽本体1的上部、侧部或两部位同时设置。
本集水排水装置在进行整体管路铺设时，需将如上所述的排水槽结构进行卡槽对接即可，由于排水槽端部设置的不同，相互连接的两个卡槽的内、外径相互匹配，使得在进行对接安装时，只要稍稍用力将两端部对接即可，从而大大提高了安装效率。排水槽相互之间通过连接卡槽卡接固定延伸布置，可以按照要求布置在地表以下3-10m位置处，而排水槽的水平部分管件可以与排水板进行连接，这样排水板上收集到的污水就通过蓄水口流到排水槽中，排水槽进行污水的集中收集，最后污水统一从排水口排出，依次经过沉淀池和集水池的处理收集，最终集水池中的水可以有效的进行回收再利用，再次进行灌溉，从而大大节约了水资源的使用。
以上所述，仅是本实用新型的较佳实施例而已，并非对本实用新型作任何形式上的限制，虽然本实用新型已以较佳实施例揭露如上，然而并非用以限定本实用新型，任何熟悉本专业的技术人员，在不脱离本实用新型技术方案范围内，当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例，但凡是未脱离本实用新型技术方案的内容，依据本实 用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰，均仍属于本实用新型技术方案的范围内。

Claims (7)

  1. 一种加强型集水排水装置，其特征在于：包括排水槽本体(1)，所述排水槽本体(1)上间隔设有若干加强筋(2)，所述加强筋(2)两侧分别设有侧部加强筋(8)，所述侧部加强筋(8)设置在水平方向或垂直方向或同时设置在两个方向上，所述排水槽本体(1)的上部设有透气观察口(3)，所述排水槽本体(1)的侧部设有排水口(4)，所述排水槽本体(1)的底部设有底板(5)，所述排水槽本体(1)的端部设有固定和延伸排水槽的插接式卡槽结构(6)，所述排水槽本体(1)上还设有进行蓄水的蓄水口(7)。
  2. 根据权利要求1所述的一种加强型集水排水装置，其特征在于：所述侧部加强筋(8)设置在排水槽本体(1)上表面或者延伸到排水槽本体(1)的侧边。
  3. 根据权利要求1或2所述的一种加强型集水排水装置，其特征在于：所述侧部加强筋(8)设有多根，且相互之间平行设置或非平行设置。
  4. 根据权利要求1所述的一种加强型集水排水装置，其特征在于：水平方向的侧部加强筋(8)与加强筋(2)的夹角为30-90°，垂直方向的侧部加强筋(8)与加强筋(2)的夹角为15-60°。
  5. 根据权利要求1所述的一种加强型集水排水装置，其特征在于：所述加强筋(2)的高度范围为15-45cm，厚度为2-4mm，所述侧部加强筋(8)的厚度为3-8mm，宽度为10-50mm。
  6. 根据权利要求1所述的一种加强型集水排水装置，其特征在于：所述排水槽本体(1)、加强筋(2)和侧部加强筋(8)均采用高密度聚乙烯材料制成。
  7. 根据权利要求1所述的一种加强型集水排水装置，其特征在于：该集水排水装置安装地表以下3-10m处。
PCT/CN2017/111234 2016-12-29 2017-11-16 一种加强型集水排水装置 Ceased WO2018121116A1 (zh)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110886321A (zh) * 2018-09-07 2020-03-17 北京众泰云达科技发展有限公司 透气式排水结构

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JPH09273209A (ja) * 1996-04-08 1997-10-21 Ebara Corp 地下埋設プラスチック槽
EP1291325A2 (de) * 2001-09-08 2003-03-12 Funke Kunststoffe GmbH Rinnenabschnitt zur Herstellung einer Rinne zur Aufnahme von Oberflächenwasser
WO2005012664A2 (en) * 2003-07-29 2005-02-10 Zurn Industries, Inc. Modular trench drain
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CN205369741U (zh) * 2016-01-06 2016-07-06 南通沪望塑料科技发展有限公司 一种改进型虹吸式排水槽结构
CN205369740U (zh) * 2016-01-06 2016-07-06 南通沪望塑料科技发展有限公司 一种pds零坡度防护虹吸排水收集系统

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09273209A (ja) * 1996-04-08 1997-10-21 Ebara Corp 地下埋設プラスチック槽
EP1291325A2 (de) * 2001-09-08 2003-03-12 Funke Kunststoffe GmbH Rinnenabschnitt zur Herstellung einer Rinne zur Aufnahme von Oberflächenwasser
WO2005012664A2 (en) * 2003-07-29 2005-02-10 Zurn Industries, Inc. Modular trench drain
CN105421683A (zh) * 2016-01-06 2016-03-23 南通沪望塑料科技发展有限公司 一种pds零坡度防护虹吸排水收集方法及施工工艺
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110886321A (zh) * 2018-09-07 2020-03-17 北京众泰云达科技发展有限公司 透气式排水结构

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