JPH0223209B2 - - Google Patents

Info

Publication number
JPH0223209B2
JPH0223209B2 JP56150180A JP15018081A JPH0223209B2 JP H0223209 B2 JPH0223209 B2 JP H0223209B2 JP 56150180 A JP56150180 A JP 56150180A JP 15018081 A JP15018081 A JP 15018081A JP H0223209 B2 JPH0223209 B2 JP H0223209B2
Authority
JP
Japan
Prior art keywords
water
soil
filler
gravel
layer
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.)
Expired - Lifetime
Application number
JP56150180A
Other languages
Japanese (ja)
Other versions
JPS5851984A (en
Inventor
Masaaki Niimi
Kaoru Noda
Takashi Kanatsu
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.)
Dojo Joka Sentaa Kk
KANATSUGUMI KK
NODA KOGYO KK
Original Assignee
Dojo Joka Sentaa Kk
KANATSUGUMI KK
NODA KOGYO KK
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.)
Filing date
Publication date
Application filed by Dojo Joka Sentaa Kk, KANATSUGUMI KK, NODA KOGYO KK filed Critical Dojo Joka Sentaa Kk
Priority to JP56150180A priority Critical patent/JPS5851984A/en
Publication of JPS5851984A publication Critical patent/JPS5851984A/en
Publication of JPH0223209B2 publication Critical patent/JPH0223209B2/ja
Granted legal-status Critical Current

Links

Classifications

    • 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
    • Y02A50/20—Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters

Landscapes

  • Treating Waste Gases (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Description

【発明の詳細な説明】 本発明は脱臭装置に関するものであり、その目
的とするところは従来水の有する加湿及びリンス
効果を除臭作用に利用すると共に悪臭気体の有す
る通気効果及び蒸発散促進効果を水の蒸発散作用
に利用することにより、除臭能力を向上せしめ土
地を有効に利用し得る脱臭装置を提供するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a deodorizing device, and its purpose is to utilize the humidifying and rinsing effects of conventional water for deodorizing, as well as to improve the aeration and evapotranspiration promoting effects of malodorous gases. The purpose of the present invention is to provide a deodorizing device that improves deodorizing ability and makes effective use of land by utilizing water for evapotranspiration.

以下、本発明の実施例について図面を参照しな
がら説明する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図において、1はトレンチ溝であつてその
略中央部に散水管2が配置されている。該散水管
2には水が送水され、その外周部に穿けられた多
数の小穴から外部へ漏出する様になつている。該
散水管2の周囲には礫等の充填物3が充填され、
上記漏水が速やかに四方に分散される様になつて
いる。又礫等の充填物3の上側には土砂落下防止
用アミ4が被設され、その上に被覆土壌5が埋戻
されている。上記散水管2及び礫等の充填物3の
下方のトレンチ溝1底部には不透水性構造物6が
配設され、上記礫等の充填物3の間に砂7が充填
されている。
In FIG. 1, 1 is a trench groove, and a water sprinkler pipe 2 is disposed approximately in the center thereof. Water is supplied to the water sprinkler pipe 2 and leaks to the outside through a number of small holes drilled in the outer circumference of the water pipe 2. A filler 3 such as gravel is filled around the sprinkler pipe 2,
The water leakage is quickly dispersed in all directions. Further, on the upper side of the filler 3 such as gravel, a sill 4 for preventing the fall of earth and sand is provided, and a covering soil 5 is backfilled on top of the sill 4. An impermeable structure 6 is disposed at the bottom of the trench 1 below the sprinkler pipe 2 and the filler 3 such as gravel, and sand 7 is filled between the filler 3 such as gravel.

上記トレンチ溝1の下方には礫等の充填物8が
施設されていて、その中に散気管9が配置されて
いる。該散気管9には悪臭気体が送気され、その
下側に穿けられた小穴10から外部の礫等の充填
物8内に散気され、礫等の充填物8によりトレン
チ溝1の側方土壌11中に拡散される。
A filling material 8 such as gravel is installed below the trench groove 1, and an aeration pipe 9 is placed in the filling material 8. A foul-smelling gas is supplied to the air diffuser pipe 9, and is diffused through a small hole 10 drilled in the lower side into the external filling material 8, such as gravel, to the sides of the trench groove 1. It is diffused into the soil 11.

本実施例は以上のように構成されているので、
上記散水管2に通水された水はその小穴から外部
の礫等の充填物3中に漏出する。該該漏出水は更
に被覆土壌5及び土壌11中に矢印Aの如く浸潤
される。土壌11中に浸潤された水の一部は矢印
Bの如く毛管現象により土壌表面に上昇し、大気
中に蒸発散される。土壌11中に浸潤された水の
残りは矢印Cの如く側方及び下方へ移動し、礫等
の充填物8を通つて地下水層まで浸透する。
Since this embodiment is configured as described above,
The water passed through the sprinkler pipe 2 leaks from the small holes into the external filling material 3 such as gravel. The leaked water is further infiltrated into the covering soil 5 and the soil 11 as shown by arrow A. A portion of the water infiltrated into the soil 11 rises to the soil surface by capillary action as shown by arrow B, and is evaporated into the atmosphere. The remainder of the water infiltrated into the soil 11 moves laterally and downward as shown by arrow C, and penetrates into the groundwater layer through the filler 8 such as gravel.

一方、上記散気管9内に送気された悪臭気体
は、その小穴から礫等の充填物8内に散気され、
礫等の充填物8により矢印Dの如く分散される。
分散された悪臭気体は更に矢印Eの如く土壌11
中を浸透上昇する。
On the other hand, the foul-smelling gas sent into the air diffuser pipe 9 is diffused through the small hole into the filling material 8 such as gravel,
It is dispersed as shown by arrow D by a filler 8 such as gravel.
The dispersed malodorous gas further flows into the soil 11 as shown by arrow E.
It penetrates inside and rises.

水及び悪臭気体は以上の様に移動するので水は
特に土壌11及び礫等の充填物8中を移動中悪臭
気体と接触し、該気体中の酸素により好気性微生
物の活動が盛んになるので、これによる分解消化
作用を活発に受けると共に、気体中に水が蒸発吸
収されて土壌表面から発散される。上記悪臭気体
の温度が高い場合には上記蒸散作用が更に活発に
なり、処理が迅速に行なわれると共に土壌中に熱
が吸収される。
As water and foul-smelling gas move in the manner described above, water comes into contact with foul-smelling gas while moving particularly through the soil 11 and filler 8 such as gravel, and the oxygen in the gas increases the activity of aerobic microorganisms. The soil is actively decomposed and digested by this, and water is evaporated and absorbed into the gas and released from the soil surface. When the temperature of the malodorous gas is high, the transpiration effect becomes more active, and the treatment is carried out more quickly and heat is absorbed into the soil.

また悪臭気体は毛管浸潤水と接触することによ
り、加湿されると共に水中に悪臭粒子が捕促さ
れ、湿つた土壌中に吸着されて分解作用を受ける
と共に、悪臭の分解生成物(NO3 -SO4 --等)が
水によりリンスされ無臭状態となつて土壌表面か
ら大気中に散気される。
In addition, when the foul-smelling gas comes into contact with the capillary infiltrated water, it is humidified and the foul-smelling particles are captured in the water, which is then adsorbed into the moist soil and undergoes a decomposition action . 4 --, etc.) is rinsed with water, becomes odorless, and is diffused from the soil surface into the atmosphere.

第2図は本発明装置の別の実施例を示すもので
上記第1図に示した実施例では散気管9がトレン
チ溝1の真下に配置してあるのに対し、複数のト
レンチ溝1の間に散気管9を配置してある。
FIG. 2 shows another embodiment of the device of the present invention. In the embodiment shown in FIG. A diffuser pipe 9 is placed between them.

本発明の効果を列記すると下記の通りである。 The effects of the present invention are listed below.

(イ) 毛管浸潤水による脱臭に必要な加湿効果が期
待される。
(b) The humidification effect necessary for deodorization by capillary infiltration water is expected.

(ロ) 毛管浸潤水による悪臭分解生成物(NO3 -、
SO4 --等)のリンス効果が期待できる。
(b) Malodorous decomposition products (NO 3 - ,
The rinsing effect of SO 4 -- etc.) can be expected.

(ハ) 悪臭気体の通気による土壌の好気性条件保持
ができる。
(c) It is possible to maintain aerobic conditions in the soil by aerating foul-smelling gases.

(ニ) 悪臭気体の通気による水の蒸発散が促進され
る。
(d) Water evapotranspiration is promoted by aeration of foul-smelling gases.

(ホ) 土地を有効に利用できる。(e) Land can be used effectively.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明装置の一実施例を示す断面図、
第2図は別の実施例を示す断面図である。 1……トレンチ溝、2……散水管、3……礫等
の充填物、4……アミ、5……被覆土壌、6……
不透水性構造物、7……砂、8……礫等の充填
物、9……散気管、10……小穴、11……被覆
土壌。
FIG. 1 is a sectional view showing an embodiment of the device of the present invention;
FIG. 2 is a sectional view showing another embodiment. 1...Trench groove, 2...Water pipe, 3...Filling material such as gravel, 4...Ami, 5...Covering soil, 6...
Impermeable structure, 7...Sand, 8...Filling material such as gravel, 9...Aeration pipe, 10...Small hole, 11...Covering soil.

Claims (1)

【特許請求の範囲】[Claims] 1 土壌中に設けたトレンチ溝の底部に不透水性
構造物を敷設し、該不透水性構造物内にこれを越
える高さまで砂層を充填し、該砂層の上に充填物
及び被覆土壌層を順次積層し、該充填物の中に散
水管を配置すると共に、上記トレンチ溝の下方に
充填物層を施設してその中に悪臭用散気管を配置
したことを特徴とする脱臭装置。
1. Laying an impermeable structure at the bottom of a trench in the soil, filling the impermeable structure with a sand layer to a height exceeding this structure, and placing the filler and a covering soil layer on top of the sand layer. A deodorizing device characterized in that the layers are sequentially stacked, a water sprinkler pipe is disposed in the filler, a filler layer is provided below the trench groove, and a foul odor diffuser pipe is disposed in the filler layer.
JP56150180A 1981-09-23 1981-09-23 Deodorizer Granted JPS5851984A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56150180A JPS5851984A (en) 1981-09-23 1981-09-23 Deodorizer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56150180A JPS5851984A (en) 1981-09-23 1981-09-23 Deodorizer

Publications (2)

Publication Number Publication Date
JPS5851984A JPS5851984A (en) 1983-03-26
JPH0223209B2 true JPH0223209B2 (en) 1990-05-23

Family

ID=15491248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56150180A Granted JPS5851984A (en) 1981-09-23 1981-09-23 Deodorizer

Country Status (1)

Country Link
JP (1) JPS5851984A (en)

Also Published As

Publication number Publication date
JPS5851984A (en) 1983-03-26

Similar Documents

Publication Publication Date Title
US4815659A (en) Method for releasing a gas into the atmosphere
CN113226242B (en) Coffin, in particular for burial in the ground
JPS5851984A (en) Deodorizer
KR0138050B1 (en) Biological deodorization method and apparatus
JPS6129456Y2 (en)
JP3118771B2 (en) Waste treatment method and degassing impermeable sheet
JPH11309334A (en) Deodorizing apparatus
JPH0227007B2 (en)
JP3552702B2 (en) Underfloor mat
DE60006696D1 (en) TREATMENT OF OXIDIZABLE DEPONY GAS
JPH0144393B2 (en)
JPS5912992Y2 (en) Soil deodorizing device with humidifying water surface
JP2002001300A (en) How to clean the soil
JPS60125226A (en) Deodorizing apparatus due to soil layer
KR101147403B1 (en) Soil Deodorizing Structure
JPH044812Y2 (en)
JP3025819U (en) Wastewater treatment equipment
SU1613060A1 (en) Subsurface moistener
JPH1128436A (en) Garbage storage
CN110295660B (en) A concave green space-oriented siphon drainage infiltration system
JPH10309420A (en) Air cleaner
JPH1033081A (en) Toilet for pet
JP3049400U (en) Underfloor adsorption sheet
JPH07255825A (en) Indoor deodorizing device
FI73306B (en) ANORDNING FOER DOSERING AV VAETSKA.