JP2019138080A - Storage space for construction of storage tank of rainwater outflow suppression facility - Google Patents

Storage space for construction of storage tank of rainwater outflow suppression facility Download PDF

Info

Publication number
JP2019138080A
JP2019138080A JP2018023324A JP2018023324A JP2019138080A JP 2019138080 A JP2019138080 A JP 2019138080A JP 2018023324 A JP2018023324 A JP 2018023324A JP 2018023324 A JP2018023324 A JP 2018023324A JP 2019138080 A JP2019138080 A JP 2019138080A
Authority
JP
Japan
Prior art keywords
storage space
blocks
flat board
storage tank
board
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.)
Granted
Application number
JP2018023324A
Other languages
Japanese (ja)
Other versions
JP7083076B2 (en
Inventor
林 慎一郎
Shinichiro Hayashi
慎一郎 林
林 和志郎
Washio Hayashi
和志郎 林
林 宏三郎
Kozaburo Hayashi
宏三郎 林
林 加奈子
Kanako Hayashi
加奈子 林
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.)
Hayashi Bussan Co Ltd
Original Assignee
Hayashi Bussan 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.)
Filing date
Publication date
Application filed by Hayashi Bussan Co Ltd filed Critical Hayashi Bussan Co Ltd
Priority to JP2018023324A priority Critical patent/JP7083076B2/en
Publication of JP2019138080A publication Critical patent/JP2019138080A/en
Application granted granted Critical
Publication of JP7083076B2 publication Critical patent/JP7083076B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)

Abstract

To provide a method for reinforcing a property in a horizontal direction of a block composed of a resin board body and a leg part opening to the board body, in a method for providing a gap between blocks to be disposed from the viewpoint of resource saving.SOLUTION: A storage space for construction of a storage tank of a rainwater outflow suppression facility is provided by: combining blocks, each of which is composed of a flat board part and a leg part opening to the flat board part, in a state in which their leg part bottoms face each other to create a unit; disposing column bodies, each of which is obtained by vertically disposing one or a plurality of such units, at an interval therebetween; and, in the storage space covering the periphery and ceiling part of a structure formed by the column bodies, connecting with a joint flat board parts facing each other in a horizontal direction of blocks adjacent to each other of the disposed column bodies and inserting a plate material having a positioning part between flat board parts adjacent to each other of a block constituting each column body so that horizontal force applied between joints and horizontal force between inserted plate materials are transferred linearly from one end to the other end of the storage space.SELECTED DRAWING: Figure 2

Description

本発明は、雨水の流出抑制用施設の貯留槽構築用の貯留空間にかかる水平方向の耐性を補強する技術に属する。 The present invention belongs to a technique for reinforcing horizontal resistance applied to a storage space for constructing a storage tank of a rainwater outflow suppression facility.

一時的に雨水を貯留し、徐々に流出させる雨水流出抑制施設を樹脂製のブロックを地下に配設して構築する方法が広く普及している。樹脂製のため地下に構築すると土圧、水圧によるクリープに拠る変形、強度の低下を考慮する必要がある。省資源を図る必要性も存在するためブロックを空間を開けて配列する手段が提案されている。例えば特開2008-255767などがある。 A method of constructing a rainwater outflow control facility that temporarily stores rainwater and gradually discharges it by placing resin blocks in the basement is widely used. Since it is made of resin, if it is built underground, it is necessary to consider deformation due to creep due to earth pressure and water pressure, and reduction in strength. Since there is a need to save resources, means for arranging blocks in a space has been proposed. For example, there is JP 2008-255767.

特開2008-255767JP2008-255767

省資源の観点から配設するブロック間に隙間を設ける方法において、樹脂製の盤体と盤体に開口する脚部からなるブロックの水平方向の耐性の強化方法に関する。 In the method of providing a gap between blocks arranged from the viewpoint of resource saving, the present invention relates to a method for enhancing resistance in a horizontal direction of a block made of a resin board and legs that open to the board.

本発明は、平盤部と平盤部に開口する脚部からなるブロックを脚部底部を対向させた状態で組み合わせてユニットとし、当該ユニットを1ないし複数上下に配設した柱体を等間隔で配設し、当該柱体で形成された構造物の周囲および天井部を覆って地下に埋設された貯留空間において、前記配設した柱体で互いに相隣接するブロックの相対面する平盤部間を継手で連結し、且つ各柱体を構成するブロックの相接する平盤部間に位置決め部を有する板材を挿入し、挿入した板材間にかかる水平方向の力が直線状に貯留空間の端から端まで伝わるように構築した雨水の流出抑制用施設の貯留槽構築用の貯留空間である。
The present invention combines a flat plate portion and a block made of legs that open to the flat plate portion into a unit in a state where the bottom portion of the leg portion is opposed to each other. In the storage space embedded in the basement covering the periphery and the ceiling of the structure formed by the pillars, the flat parts facing the blocks adjacent to each other in the arranged pillars A plate member having a positioning portion is inserted between the flat plate portions that are connected to each other by a joint and the blocks constituting each column body, and the horizontal force applied between the inserted plate members is linearly applied to the storage space. This is a storage space for constructing a storage tank of a rainwater outflow control facility constructed so as to be transmitted from end to end.

本発明は、平盤部と平盤部に開口する脚部からなるブロックを脚部底部を対向させた状態で組み合わせてユニットとし、当該ユニットを1ないし複数上下に配設した柱体を等間隔で配設し、当該柱体で形成された構造物の周囲および天井部を覆って地下に埋設された貯留空間において、前記配設した柱体で互いに相隣接するブロックの相対面する平盤部間を継手で連結し、且つ各柱体を構成するブロックの相接する平盤部間に位置きめ部を有する板材を挿入し、挿入した板材間にかかる水平方向の力が直線状に貯留空間の端から端まで伝わるように構築した雨水の流出抑制用施設の貯留槽構築用の貯留空間であるため以下の効果がある。
1.間隔をおいて相隣接する柱体の平盤部が継手によって連結されることで、水平方向にかかる力が直線状に貯留空間の端から端まで伝わる。
2.間隔をおいて相隣接する柱体の平盤部間に板材を、当該板材にかかる水平方向の力が直線状に貯留空間の端から端まで伝わるように挿入したため水平方向かかる許容応力が大きくなる。。
The present invention combines a flat plate portion and a block made of legs that open to the flat plate portion into a unit in a state where the bottom portion of the leg portion is opposed to each other. In the storage space embedded in the basement covering the periphery and the ceiling of the structure formed by the pillars, the flat parts facing the blocks adjacent to each other in the arranged pillars A plate member having a positioning portion is inserted between the flat plate portions that are connected to each other by a joint and the blocks constituting each column body, and the horizontal force applied between the inserted plate members is linearly stored in the space. Since it is a storage space for constructing a storage tank of a rainwater outflow suppression facility constructed so as to be transmitted from end to end, there are the following effects.
1. By connecting the flat plate portions of the column bodies adjacent to each other at intervals, a force applied in the horizontal direction is transmitted linearly from end to end of the storage space.
2. Since the plate material is inserted between the flat plate portions of the column bodies adjacent to each other at an interval so that the horizontal force applied to the plate material is linearly transmitted from end to end of the storage space, the allowable stress applied in the horizontal direction is increased. . .

は、本発明に使用するブロックと継手と板材の形状を示す概念図である。These are the conceptual diagrams which show the shape of the block used in this invention, a coupling, and a board | plate material. は、本発明に使用する他のブロックと継手と板材の形状を示す概念図である。These are the conceptual diagrams which show the shape of the other block used in this invention, a coupling, and a board | plate material. は、柱体、継手および板材の連結方法を示す概念図である。These are the conceptual diagrams which show the connection method of a column, a coupling, and a board | plate material. は、柱体からなる構造物のの概念図である。These are the conceptual diagrams of the structure which consists of pillars. は、貯留空間の概念図である。These are the conceptual diagrams of storage space. は、貯留空間を用いた雨水の流出防止用の貯水槽の例を示す概念図である。These are the conceptual diagrams which show the example of the water storage tank for the outflow prevention of rainwater using the storage space.

以下、本発明を図により詳細に説明する。
図1aは、本発明に使用するブロック、継手、板材の例を示している。
図1aでは、ブロックは盤体と盤体に開口する筒状の脚部からなり、盤体表面の4隅には継手用のメス穴が盤体表面から少し下がった面に設けられている。脚部は図では断面正方形で盤体に開口し底部に向かって細くなるようにテーパーがなされている。脚部の断面は円形、多角形、外方向に張り出した梅鉢状など任意に選択可能であり、脚部の個数も選択できる、
継手は図では正方形平板状で四隅は、ブロック盤体表面に設けられたメス穴に対応する凸状のオス継手となっている。継手の存在する部分は一段低くされ、継手での接続面が平面が平坦となるように構成されている。
図2に示すように、4個のブロックを連結できる継手を示している。。
板材は図では十字状を示し、その中央に位置決め部として脚部の形状に応じた凸部が設けられ、盤体表面に開口する脚部に挿入されることで、盤体表面に対する位置と方向を合わせられるようになっている。位置決め部は本例に限らず、十字形に延びた部分と、ブロック盤体表面に契合部を設け、接続することで位置を合わせることでもよい。特に脚部断面が円形で、中心に1個のみの場合、回転するので位置は決まるが方向が定まらない。そのため契合部を採用することが好ましい。
Hereinafter, the present invention will be described in detail with reference to the drawings.
FIG. 1a shows examples of blocks, joints, and plates used in the present invention.
In FIG. 1a, the block is composed of a board body and a cylindrical leg portion that opens to the board body, and female holes for joints are provided at the four corners of the board body surface on a surface slightly lowered from the board body surface. In the drawing, the leg has a square cross section and is tapered so as to open to the board and become narrower toward the bottom. The cross section of the leg can be arbitrarily selected, such as a circle, a polygon, and a plum bowl shape protruding outward, and the number of legs can also be selected.
In the drawing, the joint is a square flat plate, and the four corners are convex male joints corresponding to female holes provided on the surface of the block board. A portion where the joint exists is lowered one step, and the connection surface of the joint is configured to be flat.
As shown in FIG. 2, a joint capable of connecting four blocks is shown. .
The plate has a cross shape in the figure, and a convex part corresponding to the shape of the leg is provided as a positioning part in the center, and the board is inserted into the leg that opens to the board surface, so that the position and direction relative to the board surface Can be matched. The positioning part is not limited to this example, and the position may be adjusted by providing a connecting part on the surface of the block board body and connecting the part extending in a cross shape. In particular, when the leg section has a circular shape and only one leg in the center, the position is determined because it rotates, but the direction is not determined. Therefore, it is preferable to employ an engagement part.

図1bに示すブロックは板材をブロックの盤体表面に設けた溝を介して板材を挿入することで、板材を挿入した盤体間に隙間が生じないようにするものである。本部材は図1aに示す部材と本質的な差異はないため以後は図1aに示す部材にに基づき説明する。 In the block shown in FIG. 1b, a plate material is inserted through a groove provided on the surface of the block body of the block so that no gap is generated between the plate bodies into which the plate material is inserted. Since this member is not fundamentally different from the member shown in FIG. 1a, the following description is based on the member shown in FIG. 1a.

図2は、継手による盤体部の接続、板材の盤体間への挿入する状態を示している。図2aは継手、図2bは板材、図2c両者を使用した状態を示している。
図2aでは、一つの継手で柱体を構成する盤体を接続することで4個の柱体を接続する状態を示している。 図では一つの継手で4個の盤体を接続しているが、両端に一つの継手部を有する継手を使用して盤体2つを接続することでもよい。相対面する柱体の対応する盤体の辺の両側を平行に、あるいは盤体の辺の中心などを接続することでもよい。

図2bは、板材を盤体間に挟みこむ状態を示している。図では板材の中心部は、位置決め部として表と裏の両側が脚部の形状に応じた正方形の台形となっている。そこを中心に4方向に直交するように腕が伸び、腕の端面が隣の柱体との間の中心に達するように構成される。
本形状に限らず4方に延びた腕の端面が互いに一致して水平方向の力を伝えらればよい。
従い、板材は左右に直線状に連なり、柱体にかかる水平方向の力は、本板材により直線状に端から端まで伝わることになる。
図2cは、継手と板材の両者を使用した状態を示している。
FIG. 2 shows a state in which the board parts are connected by the joints and the plate material is inserted between the board bodies. 2a shows a joint, FIG. 2b shows a state in which both a plate material and FIG. 2c are used.
In FIG. 2a, the state which connects four column bodies is shown by connecting the board which comprises a column body with one coupling. In the drawing, four board bodies are connected by one joint, but two board bodies may be connected by using a joint having one joint at both ends. It is also possible to connect both sides of the corresponding board side of the column body facing each other in parallel, or connect the centers of the sides of the board body.

FIG. 2 b shows a state in which the plate material is sandwiched between the board bodies. In the figure, the center portion of the plate material is a square trapezoid corresponding to the shape of the leg portions on the front and back sides as positioning portions. The arm extends so as to be orthogonal to the four directions around the center, and the end surface of the arm is configured to reach the center between the adjacent columns.
It is not limited to this shape, and it is only necessary that the end faces of the arms extending in four directions coincide with each other to transmit a horizontal force.
Accordingly, the plate material is linearly connected to the left and right, and the horizontal force applied to the column is transmitted linearly from end to end by the present plate material.
FIG. 2c shows a state where both the joint and the plate are used.

図3は、柱体を継手および板材で連結した構造体を示している。
構造体の端部は板材の十字部分がはみ出した状態となるため、材質が許すならば余分な部分は切断すか、あらかじめ辺および隅に当たる部分の板材を加工しておくことができる。
FIG. 3 shows a structure in which pillars are connected by a joint and a plate material.
Since the end of the structure is in a state in which the cross portion of the plate material protrudes, if the material permits, the excess portion can be cut or the plate material of the portion that contacts the sides and corners can be processed in advance.

図4は、上記で得られた構造体の周囲を囲み、天井部を天材で覆った貯留空間を示している。
周囲を囲む壁材は、金属板、樹脂板が使用可能であり、周囲にめぐらし、ビス、ボルト・ナット、あるいは針金。紐を用いて構造体に固定する。
天井部も、金属板、樹脂板あるいはコンクリート製の板を複数の柱体を覆うように張り設することでよい。
FIG. 4 shows a storage space that surrounds the structure obtained above and covers the ceiling with a ceiling material.
The surrounding wall material can be a metal plate or resin plate, and it can be turned around, screws, bolts / nuts, or wire. Secure to the structure using a string.
The ceiling part may also be constructed by stretching a metal plate, a resin plate or a concrete plate so as to cover the plurality of pillars.

図5は、本貯留空間をシート類で包み、泥だめます、流入・流出管、オリフィスますなど必要な付帯設備を合わせた、雨水などの流出抑制用の貯留槽を示している。浸透槽とするならば透水シート、貯留槽とするならば遮水シートを使用することは従来通りである。 FIG. 5 shows a storage tank for controlling the outflow of rainwater and the like, in which necessary storage facilities such as an inflow / outflow pipe, an orifice and the like are wrapped in a sheet to wrap this storage space and collect mud. If the permeation tank is used, a water permeable sheet is used. If the storage tank is used, a water shielding sheet is used as usual.

雨水の流出抑制施設に使用される一時的貯留槽、汚染水などの一時貯留槽として使用される。 It is used as a temporary storage tank used for rainwater outflow control facilities and a temporary storage tank for contaminated water.

1 ブロック
2 継手
3 板材
1 Block 2 Joint 3 Plate material

Claims (1)

平盤部と平盤部に開口する脚部からなるブロックを脚部底部を対向させた状態で組み合わせてユニットとし、当該ユニットを1ないし複数上下に配設した柱体を等間隔で配設し、当該柱体で形成された構造物の周囲および天井部を覆って地下に埋設された貯留空間において、前記配設した柱体で互いに相隣接するブロックの相対面する平盤部間を継手で連結し、且つ各柱体を構成するブロックの相接する平盤部間に位置決め部を有する板材を挿入し、挿入した板材間にかかる水平方向の力が直線状に貯留空間の端から端まで伝わるように構築した雨水の流出抑制用施設の貯留槽構築用の貯留空間。
A block consisting of a flat plate portion and a leg portion that opens to the flat plate portion is combined with the bottom portion of the leg portion facing each other to form a unit, and one or a plurality of columns arranged above and below are arranged at equal intervals. In the storage space embedded in the basement covering the periphery and the ceiling of the structure formed by the pillars, a joint is provided between the facing flat plates of the blocks adjacent to each other in the arranged pillars. A plate member having a positioning portion is inserted between the flat plate portions connected to each other and the blocks constituting each column body, and the horizontal force applied between the inserted plate members is linearly extended from end to end of the storage space. A storage space for constructing a storage tank for rainwater outflow control facilities constructed to be transmitted.
JP2018023324A 2018-02-13 2018-02-13 Storage space for constructing a storage tank for a facility for controlling the outflow of rainwater Active JP7083076B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018023324A JP7083076B2 (en) 2018-02-13 2018-02-13 Storage space for constructing a storage tank for a facility for controlling the outflow of rainwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018023324A JP7083076B2 (en) 2018-02-13 2018-02-13 Storage space for constructing a storage tank for a facility for controlling the outflow of rainwater

Publications (2)

Publication Number Publication Date
JP2019138080A true JP2019138080A (en) 2019-08-22
JP7083076B2 JP7083076B2 (en) 2022-06-10

Family

ID=67693361

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018023324A Active JP7083076B2 (en) 2018-02-13 2018-02-13 Storage space for constructing a storage tank for a facility for controlling the outflow of rainwater

Country Status (1)

Country Link
JP (1) JP7083076B2 (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09112792A (en) * 1995-10-20 1997-05-02 Hayashi Prod Corp Container-shaped member
JP2000087397A (en) * 1998-09-16 2000-03-28 Shinichiro Hayashi Structural body having hollow part
JP2010048010A (en) * 2008-08-22 2010-03-04 Hayashi Bussan Hatsumei Kenkyusho:Kk Rainwater storage permeation facility
JP2011106144A (en) * 2009-11-16 2011-06-02 Kyowa Seikei Kk Rainwater storage and infiltration facility
JP2011106101A (en) * 2009-11-13 2011-06-02 Furukawa Electric Co Ltd:The Reinforcing member for rainwater storage facility, and structure for fitting the reinforcing member and skeleton block together
JP2018009348A (en) * 2016-07-13 2018-01-18 株式会社 林物産発明研究所 Space structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09112792A (en) * 1995-10-20 1997-05-02 Hayashi Prod Corp Container-shaped member
JP2000087397A (en) * 1998-09-16 2000-03-28 Shinichiro Hayashi Structural body having hollow part
JP2010048010A (en) * 2008-08-22 2010-03-04 Hayashi Bussan Hatsumei Kenkyusho:Kk Rainwater storage permeation facility
JP2011106101A (en) * 2009-11-13 2011-06-02 Furukawa Electric Co Ltd:The Reinforcing member for rainwater storage facility, and structure for fitting the reinforcing member and skeleton block together
JP2011106144A (en) * 2009-11-16 2011-06-02 Kyowa Seikei Kk Rainwater storage and infiltration facility
JP2018009348A (en) * 2016-07-13 2018-01-18 株式会社 林物産発明研究所 Space structure

Also Published As

Publication number Publication date
JP7083076B2 (en) 2022-06-10

Similar Documents

Publication Publication Date Title
KR101808105B1 (en) Outer wall for building and construction method thereof
KR101520732B1 (en) Joint structure of modular building
KR101604726B1 (en) Culvert connected by shear connecting plate and construction method therefor
KR101679666B1 (en) Core structure dor modular building and constructio method therefor
JP2019138080A (en) Storage space for construction of storage tank of rainwater outflow suppression facility
JP2014218791A (en) Manhole rehabilitation method
KR101194051B1 (en) Precast Concrete Culvert and Method for Constructing the Same
JP6576095B2 (en) Segment manufacturing method and concrete-integrated steel segment
JP4117309B2 (en) Flexible joint structure, concrete block, flexible joint
JP2008202347A (en) Composite segment
JP2005200994A (en) Joining structure of closed cross-sectional member
JP2016151138A (en) Structure and method for reinforcing existing column
JP5983425B2 (en) Seismic and tsunami reinforced structures for existing buildings
JP5091624B2 (en) Reinforced structure
JP2001115471A (en) Flexible joint structure of immersed tunnel
KR100895007B1 (en) Prefab manhole with connecting device
JP7222156B2 (en) Storage space for building storage tanks for rainwater runoff control facilities
CN220598888U (en) Strip type combined functional external wall panel system
CN215282466U (en) Positioning hole plugging device of composite floor slab component die
JP5200962B2 (en) Underground wall structure, underground structure
JP2013151827A (en) Tide-water control structure
JP7190122B2 (en) Storage space for building storage tanks for rainwater runoff control facilities
JP6460810B2 (en) Joint structure of steel column and reinforced concrete beam
JP3213367U (en) Sewer for water supply
JP2015031031A (en) Method of joining concrete members

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210215

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210531

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20211224

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220125

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220217

R150 Certificate of patent or registration of utility model

Ref document number: 7083076

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150