KR100337625B1 - A block used for underdrain and contruction method of thereof - Google Patents
A block used for underdrain and contruction method of thereof Download PDFInfo
- Publication number
- KR100337625B1 KR100337625B1 KR1020000000929A KR20000000929A KR100337625B1 KR 100337625 B1 KR100337625 B1 KR 100337625B1 KR 1020000000929 A KR1020000000929 A KR 1020000000929A KR 20000000929 A KR20000000929 A KR 20000000929A KR 100337625 B1 KR100337625 B1 KR 100337625B1
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- South Korea
- Prior art keywords
- block
- wall
- hole
- collecting device
- perforated
- Prior art date
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/20—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being provided in an open container
- B01D24/24—Downward filtration, the container having distribution or collection headers or pervious conduits
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/46—Regenerating the filtering material in the filter
- B01D24/4631—Counter-current flushing, e.g. by air
- B01D24/4636—Counter-current flushing, e.g. by air with backwash shoes; with nozzles
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- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Bridges Or Land Bridges (AREA)
- Retaining Walls (AREA)
Abstract
본발명은 급속여과지에서 역세척시 공기와 물의 균등배분을 이루어지게하는 하부집수장치용 유공블럭 및 그 시공방법에 관한 것으로 단위유공블럭들 사이에 역세척수회수통로를 공유하고 수평자세를 쉽고 정확하게 맞추어 줄 수 있는 유공블럭 및 그 시공방법을 제공하기 위해서 외측벽(12),(14)에는 앵커볼트(42), 제1너트(44) 및 제2너트(46)로 고정될 수 있는 상향절곡된 돌기(32),(34)를 형성하고, 상부벽(16)과 외측벽(12),(14)이 만나는 부위에는 역세척수회수통로를 제공하는 요입벽부분(36),(38)을 형성한 유공블럭을 단위유공블럭으로 하여서 시공하는 하부집수장치용 유공블럭 및 그 시공방법임.The present invention relates to a lower collecting device air hole and its construction method for equal distribution of air and water during backwashing in a rapid filter paper, and to share the backwash recovery passage between the unit hole blocks and easily adjust the horizontal posture easily and accurately. In order to provide a flexible hole block and a construction method thereof, upwardly bent projections which may be fixed to the outer bolts 12 and 14 by anchor bolts 42, first nuts 44, and second nuts 46 are provided. Perforated blocks (32) and (34) formed, and recessed wall portions (36) and (38) that provide backwash recovery passages at the sites where the upper wall (16) and the outer wall (12) and (14) meet. Perforated block for lower collecting device, which is constructed with unit perforated block, and its construction method.
Description
본발명은 급속여과지에서 역세척시 공기와 물의 균등배분을 이루어지게해주는 하부집수장치용 유공블럭에 관한 것으로 특히 한 유공블럭과 인접하는 유공블럭의 연결부위에서도 역세척시 앙금을 부상시켜서 역세척할 수 있고 설치하기가 용이한 유공블럭 및 그 시공방법에 관한 것이다.The present invention relates to a lower collecting device perforated block that allows equal distribution of air and water during backwashing in a rapid filtration paper. In particular, the backwash may be backwashed by injuring sediment during backwashing at the connection area of a perforated block adjacent to one perforated block. It relates to a porous block which can be easy to install and its construction method.
종래 유공블럭의 한 형태가 국제특허출원 공개번호 제97-702094호에 제시된바 있었다.One type of conventional hole block has been presented in International Patent Application Publication No. 97-702094.
이 유공블럭은 블럭의 상면중앙에 물과 공기의 역세척기능을 향상시켜주기 위한 역세척수 회수통로를 가진 것이었다.The perforated block had a backwash water recovery passage in the center of the block to improve the backwash function of water and air.
유공블럭마다 역세척수회수통로를 형성해주어야만 했었기 때문에 유공블럭의 구조가 복잡하여 제작비용이 많이 들었었고, 여러개의 유공블럭을 나란히 설치했을때에 유공블럭들 사이로 콘크리트몰탈이 타설되는 공간을 효과적으로 사용할 수 없어서 일정한 단위면적당 유공블럭의 설치갯수를 증가시켜 주는데 많은 어려움이 있어서 공간활용면에서 바람직스럽지 못하였을 뿐아니라 여과지의 측면과 유공블럭사이 그리고 유공블럭들 사이를 그라우트로 봉인하기전에 유공블럭들을 수평상태로 정확하게 고정시켜주기가 매우 어려운등의 문제점이 있었다.Since the backwash recovery path had to be formed for each of the perforated blocks, the structure of the perforated blocks was complicated, which required a lot of manufacturing costs. It was not possible to increase the number of installations of perforated blocks per unit area, which was not desirable in terms of space utilization, and the perforated blocks were horizontal before sealing them with grout between the sides of the filter paper and between the perforated blocks and between the perforated blocks. There was a problem that it is very difficult to accurately fix in the state.
본발명자는 이와같은 종래기술의 제반문제점을 해결하기 위하여 연구검토한결과, 유공블럭들 사이에 역세척수회수통로를 형성하여 이 역세척수회수통로를 인접하는 유공블럭들이 공용으로 사용할 수 있고, 유공블럭들을 설치함에 있어서 유공블럭들 사이로 콘크리트몰탈을 타설하기전에 그들의 수평자세를 정확하게 맞추어 줄 수만 있다면 종래기술의 제반문제점을 모두 해결할 수 있는 것임을 알게되어서 본 발명을 완성하기에 이르렀다.The present inventors have studied and researched to solve the above-mentioned problems of the prior art. As a result, the backwash recovery passage is formed between the perforated blocks so that the adjacent backwash recovery passage can be used by the adjacent perforated blocks. In installing them, it was found that all the problems of the prior art could be solved if they could accurately adjust their horizontal posture before placing concrete mortar between the porous blocks.
따라서 본발명은 역세척수회수통로를 공유하고 수평자세를 쉽고 정확하게 맞추어 줄수 있는 유공블럭 및 그 시공방법을 제공하는데 기술적과제를 둔 것이다.Therefore, the present invention has a technical problem to provide a perforated block and its construction method that can share the backwash recovery passage and easily adjust the horizontal posture.
도1은 본발명에 의한 유공블럭의 평면도1 is a plan view of a pore block according to the present invention
도2는 도1의 I-I선 확대단면도Figure 2 is an enlarged cross-sectional view taken along line I-I of Figure 1
도3은 본발명에 의한 유공블럭의 시공방법을 보인 종단면도Figure 3 is a longitudinal cross-sectional view showing a method for constructing a hole block according to the present invention
도4는 도3의 일부확대단면도4 is a partially enlarged cross-sectional view of FIG.
*도면의 주요부분에 대한 부호설명** Description of Signs of Main Parts of Drawings *
10 : 저벽 12, 14 : 외측벽10: bottom wall 12, 14: outer wall
16 : 상부벽 18 : 분산공16: upper wall 18: dispersion hole
20, 22 : 격벽 24, 26, 28 : 격실20, 22: bulkhead 24, 26, 28: compartment
30 : 오리피스 32, 34 : 상향절곡된돌기30: orifice 32, 34: upward bent projection
36, 38 : 요입벽부분 40 : 오리피스36, 38: concave wall portion 40: orifice
42 : 앵커볼트 44 : 제1너트42: anchor bolt 44: first nut
46 : 제2너트 48 : 분산공46: second nut 48: dispersion hole
50 : 덮개50: cover
본발명은 도1과 도2에 예시한 바와같이 저벽(10), 외측벽(12),(14)과 상부벽(16)을 가지며, 상부벽(16)에 분산공(18)이 형성되어있고, 저벽(10)의 내측모서리에서 상부벽(16)쪽으로 연장된 한쌍의 격벽(20),(22)에 의해서 복수의 격실(24),(26),(28)이 형성되어 있으며, 격벽(20),(22)에 오리피스(30)가 형성된 하부집수장치용 유공블럭에 있어서, 외측벽(12),(14)에는 상향절곡된 돌기(32),(34)를 형성하고, 상부벽(16)과 외측벽(12),(14)이 만나는 부위에는 내측으로 단차를 갖는 형태의 요입벽부분(36),(38)을 형성하며, 이 요입벽부분(36),(38)에는 수평방향과 수직방향으로 오리피스(40)를 형성한 단위유공블럭(A)으로 된 것이다.1 and 2, the present invention has a bottom wall 10, an outer wall 12, 14, and an upper wall 16, and dispersion holes 18 are formed in the upper wall 16. A plurality of compartments 24, 26, and 28 are formed by a pair of partitions 20, 22 extending from the inner edge of the bottom wall 10 toward the upper wall 16. 20. The hole collecting block for the lower collecting device in which the orifice 30 is formed on the 22 and 22, the outer walls 12 and 14 are formed with upwardly bent projections 32 and 34, and the upper wall 16 ) And the outer wall 12, 14 is formed in the recessed wall portion 36, 38 having a stepped shape inwardly, and the recessed wall portion 36, 38 in the horizontal and vertical direction The unit hole block (A) in which the orifice 40 is formed.
본발명에 의한 단위유공블럭(A)들의 시공상태가 도3에 예시되어 있다.The construction state of the unit hole blocks (A) according to the present invention is illustrated in FIG.
터파기한 시고할 장소 바닥에 고정된 앵커볼트(42)에 저1너트(44)를 체결한 상태에서 단위유공블럭(A),(A')를 나란하게 배열하여 상기 제1너트(44)위에 각 단위유공블럭(A),(A')의 외측벽(12),(14)에 있는 돌기(32),(34)가 얹혀지도록한 다음제2너트(46)를 상기 돌기(32),(34)위쪽에서 앵커볼트(42)에 체결하여 앵커볼트(42)에 각 단위유공블럭(A),(A')들을 고정하고, 상기 단위 유공블럭(A)과 인접하는 단위유공블럭(A')사이에 콘크리트몰탈(B)을 타설하되, 단위유공블럭(A),(A')들의 요입벽부분(36),(38)을 남긴체 타설하여서 상기 요입벽부분(36),(38)에 의한 역세척수회수통로(C)를 형성한다.Unit hole blocks (A) and (A ') are arranged side by side in a state where the first nut 44 is fastened to the anchor bolt 42 fixed to the bottom of the cracked place. The protrusions 32 and 34 on the outer walls 12 and 14 of the unit hole blocks A and A 'are placed, and then the second nut 46 is attached to the protrusions 32 and ( 34) The unit holes block (A) and (A ') are fixed to the anchor bolts 42 by fastening to the anchor bolts 42 from above, and the unit hole blocks A' adjacent to the unit hole blocks A '. Placing concrete mortar (B) between the, but by the body leaving the concave wall portion 36, 38 of the unit hole blocks (A), (A ') by the concave wall portion (36), (38) A backwash recovery path C is formed.
그리고, 역세척수회수통로(C)는 분산공(48)을 가진 덮개(50)로 덮여진다.The backwash recovery passage C is covered with a cover 50 having a dispersion hole 48.
본발명에 있어서, 도4에 잘 표현된 바와같이 덮개(50)의 양쪽하단부위에는 쐐기형단부(52)을 가진 브릿지(54)를 형성하여서 단위유공블럭(A),(A')의 상부벽(16)에 형성된 구멍(56)에 끼워맞춤할 수 있도록 해주는 것이 이탈방지효과와 아울러 역세척수회수통로(C)보호효과를 높여줄 수 있어서 바람직하다.In the present invention, as shown in FIG. 4, the upper wall of the unit hole blocks A and A 'is formed by forming bridges 54 having wedge-shaped ends 52 at both lower ends of the cover 50, as shown in FIG. It is preferable to be able to fit in the hole 56 formed in the (16) to increase the protection effect of the backwash recovery passage (C) in addition to the separation prevention effect.
이와같이 구성된 본발명은 단위유공블럭(A)들을 시공할때에 이들의 수평상태를 쉽고 정확하게 조절하면서 시공할 수 있고, 인접하는 단위유공블럭(A)들을 보다 견고하게 시공할 수 있으며, 인접하는 단위유공블럭(A)들이 역세척수회수통로(C)를 공유하는 것이이서 인접하는 단위유공블럭(A)들의 연결부위공간을 효과적으로 사용할 수 있고, 단위유공블럭(A)자체의 구조의 단순화를 도모하여 제조비용을 절감함과 아울러 단위유공블럭(A)자체의 구조적강도를 향상시켜줌으로서 내구수명을 연장시켜줄 수 있는등의 장점이 있다.The present invention configured as described above can be installed while adjusting the horizontal state of the unit perforated blocks (A) easily and accurately, and can be constructed more firmly adjacent unit perforated blocks (A), adjacent units Since the hole blocks A share the backwash recovery path C, the space between the adjacent unit hole blocks A can be effectively used, and the structure of the unit hole blocks A can be simplified. In addition to reducing manufacturing costs, the structural strength of the unit perforated block (A) itself can be improved to extend the service life.
Claims (3)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2020000000541U KR200186200Y1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain |
KR1020000000929A KR100337625B1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain and contruction method of thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020000000929A KR100337625B1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain and contruction method of thereof |
Related Child Applications (1)
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KR2020000000541U Division KR200186200Y1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain |
Publications (2)
Publication Number | Publication Date |
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KR20010068818A KR20010068818A (en) | 2001-07-23 |
KR100337625B1 true KR100337625B1 (en) | 2002-05-24 |
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Family Applications (2)
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KR2020000000541U KR200186200Y1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain |
KR1020000000929A KR100337625B1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain and contruction method of thereof |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
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KR2020000000541U KR200186200Y1 (en) | 2000-01-10 | 2000-01-10 | A block used for underdrain |
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KR (2) | KR200186200Y1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040025277A (en) * | 2002-09-19 | 2004-03-24 | (주) 일진프라임 | Underdrain |
KR100773510B1 (en) | 2006-12-28 | 2007-11-06 | (주) 디아이엔바이로 | Construction method of rapid filter system |
KR20080079723A (en) * | 2007-02-28 | 2008-09-02 | 에스아이비(주) | A perporated block support structure for underdrain |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100575848B1 (en) * | 2004-03-03 | 2006-05-03 | (주) 디아이엔바이로 | Porous block support apparatus and method for underdrain system |
KR101158897B1 (en) | 2005-04-29 | 2012-06-25 | 삼성전자주식회사 | Liquid crystal display device |
US7820043B2 (en) * | 2006-04-10 | 2010-10-26 | Rg Delaware Inc. | Underdrain system |
KR100735149B1 (en) * | 2006-05-30 | 2007-07-03 | (주) 디아이엔바이로 | Backwash water uniform supplying apparatus |
GB2551618B (en) * | 2016-04-15 | 2022-03-09 | Xylem Water Solutions Zelienople Llc | Grout bridge for filter underdrain blocks |
US10478757B2 (en) | 2016-04-15 | 2019-11-19 | Xylem Water Solutions Zelienople Llc | Grout bridge for filter underdrain blocks |
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US5087362A (en) * | 1991-07-26 | 1992-02-11 | F.B. Leopold Company, Inc. | Flume distribution system with removable block |
US5149427A (en) * | 1991-04-03 | 1992-09-22 | The F.B. Leopold Company, Inc. | Cap for underdrains in gravity filters |
US5328608A (en) * | 1992-05-27 | 1994-07-12 | The F.B. Leopold Co., Inc. | Mutli-lateral filter underdrain block |
US5639384A (en) * | 1994-04-12 | 1997-06-17 | The F.B. Leopold Company | Apparatus and method for improving gas backwash in lateral underdrains |
-
2000
- 2000-01-10 KR KR2020000000541U patent/KR200186200Y1/en not_active IP Right Cessation
- 2000-01-10 KR KR1020000000929A patent/KR100337625B1/en not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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US5149427A (en) * | 1991-04-03 | 1992-09-22 | The F.B. Leopold Company, Inc. | Cap for underdrains in gravity filters |
US5087362A (en) * | 1991-07-26 | 1992-02-11 | F.B. Leopold Company, Inc. | Flume distribution system with removable block |
US5328608A (en) * | 1992-05-27 | 1994-07-12 | The F.B. Leopold Co., Inc. | Mutli-lateral filter underdrain block |
US5639384A (en) * | 1994-04-12 | 1997-06-17 | The F.B. Leopold Company | Apparatus and method for improving gas backwash in lateral underdrains |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20040025277A (en) * | 2002-09-19 | 2004-03-24 | (주) 일진프라임 | Underdrain |
KR100773510B1 (en) | 2006-12-28 | 2007-11-06 | (주) 디아이엔바이로 | Construction method of rapid filter system |
KR20080079723A (en) * | 2007-02-28 | 2008-09-02 | 에스아이비(주) | A perporated block support structure for underdrain |
Also Published As
Publication number | Publication date |
---|---|
KR200186200Y1 (en) | 2000-06-15 |
KR20010068818A (en) | 2001-07-23 |
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