JPH10110442A - Spring water draining material for basement, water storage tank and underground wall - Google Patents

Spring water draining material for basement, water storage tank and underground wall

Info

Publication number
JPH10110442A
JPH10110442A JP8284682A JP28468296A JPH10110442A JP H10110442 A JPH10110442 A JP H10110442A JP 8284682 A JP8284682 A JP 8284682A JP 28468296 A JP28468296 A JP 28468296A JP H10110442 A JPH10110442 A JP H10110442A
Authority
JP
Japan
Prior art keywords
spring
water
basement
draining material
drainage material
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.)
Pending
Application number
JP8284682A
Other languages
Japanese (ja)
Inventor
Kiyotaka Shichima
清孝 七間
Takaaki Eguchi
孝明 江口
Yoshimi Sudo
好美 須藤
Masahiro Hashiba
正博 橋場
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.)
JSP Corp
Original Assignee
JSP Corp
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 JSP Corp filed Critical JSP Corp
Priority to JP8284682A priority Critical patent/JPH10110442A/en
Publication of JPH10110442A publication Critical patent/JPH10110442A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To discharge spring water excellently, and to prevent the penetration of spring water into a basement by constituting the sidewall of an underground structure of a spring draining material consisting of foamed-particle molded forms having a specific shape manufactured by molding cylindrical synthetic-resin foamed particles. SOLUTION: The sidewall of a basement 1 is composed of the spring draining material 2, a waterproof layer 3 and a building frame 4 made of concrete in order from the outside, and a drainage means such as a culvert 6 is installed to the lower section of the spring draining material 2. The spring draining material 2 consists of foamed-particle molded forms being manufactured by molding synthetic-resin foamed particles such as a cylindrical polyolefin resin and having communicated voids, and abounds in compressive strength, water permeability and drainage properties, and bulk density is set in 0.03-0.20g/cm3 , 5% compressive strength in 0.8kg/cm<2> or more, the coefficient of permeability in 1×10<-2> to 4×10<-1> cm/sec and thickness in 25mm or more. Since the spring draining material 2 is difficult to be damaged at the time of the back filling of soil and sand and spring water is dained excellently, water pressure applied to the external wall of the building frame 4 made of concrete can be reduced. The waterproof layer 3 is not damaged and has superior waterproofness, and can improve the waterproofness of the basement extremely.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地下室、貯水槽、
及び地下壁の湧水排水材に関する。
The present invention relates to a basement, a water tank,
And spring water drainage material for underground walls.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】従来の
地下室は、コンクリート製躯体及び地下室へ地中の湧水
が侵入するのを防ぐために、上記躯体の外壁(側壁)に
軟質ポリ塩化ビニル樹脂などからなる防水シートを貼着
したり、防水モルタルや防水性樹脂コート剤を塗布する
ことにより防水層を設けて地下構造物を形成した後、該
構造物の周囲に土砂を埋め戻して形成されていた。しか
しながら上記従来の地下室は、土砂を埋め戻す際に小石
等により防水層に傷が付き易く、側壁の防水性が損なわ
れ易いという問題があった。
2. Description of the Related Art In a conventional basement, a soft polyvinyl chloride resin is applied to the outer wall (side wall) of the concrete body and the basement in order to prevent spring water in the ground from entering the basement. After attaching a waterproof sheet made of such as or applying a waterproof mortar or a waterproof resin coating agent to provide a waterproof layer to form an underground structure, it is formed by burying earth and sand around the structure. I was However, the conventional basement has a problem that the waterproof layer is easily damaged by pebbles or the like when backfilling the earth and sand, and the waterproof property of the side wall is easily impaired.

【0003】また、地下室の防水工法の一つとして、防
水層によって水の侵入を防止するのではなく、地下室外
壁の外側に排水層を設け、外壁に水圧がかからないよう
にして水の侵入を防止する工法が公知である。上記排水
層としては、湧水を積極的に排出するために、例えば硬
質塩化ビニル樹脂等の板を波板状などの凹凸形状に形成
した排水用スペーサの表面を不織布などの透水性部材で
覆った排水材が用いられる。この排水材をコンクリート
躯体の外側に設置することで、土中の水が排水材表面の
不織布等を透水し、透水した水は排水材内の空間部を流
れ落ち、外壁下方の地下室床スラブ面よりも低い位置に
設けられている暗渠を通じて排水される。
[0003] As one of the waterproofing methods for a basement, instead of using a waterproof layer to prevent water from entering, a drainage layer is provided outside the basement outer wall to prevent water pressure from being applied to the outer wall to prevent water from entering. A known method is known. As the drainage layer, in order to positively discharge spring water, for example, the surface of a drainage spacer in which a plate of hard vinyl chloride resin or the like is formed in an uneven shape such as a corrugated plate is covered with a water-permeable member such as a nonwoven fabric. Drainage material is used. By installing this drainage material outside the concrete frame, the water in the soil permeates the nonwoven fabric etc. on the surface of the drainage material, the permeated water flows down the space inside the drainage material, and from the basement floor slab surface below the outer wall It is drained through a culvert provided at a lower position.

【0004】上記の排水材は防水層によって地下室の躯
体外壁に湧水が侵入すのを防ぐのではなく、土中の湧水
を積極的に排出することにより外壁に加わる水圧を減少
させて躯体および地下室内への湧水の侵入を防ぐもので
ある。上記排水材を設けた地下室においては、土砂を埋
め戻す際に小石等により排水材表面が傷つけられると透
水性部材である表面の不織布が破れてしまい、土中から
湧水を選択的に排水できなくなるおそれがあり、この場
合排水材内に土が詰まって良好に排水が行なわれず、躯
体外壁に加わる水圧を減少させることが困難となり防水
性が不充分なものとなってしまうという問題があった。
The above-mentioned drainage material does not prevent the spring water from entering the outer wall of the skeleton of the basement by the waterproof layer, but reduces the water pressure applied to the outer wall by actively discharging the spring water in the soil. And to prevent spring water from entering the basement. In the basement provided with the drainage material, when the surface of the drainage material is damaged by pebbles or the like when backfilling the earth and sand, the nonwoven fabric on the surface which is a permeable member is broken, and the spring water can be selectively drained from the soil. In this case, there is a problem that the soil is clogged in the drainage material, the drainage is not performed well, and it is difficult to reduce the water pressure applied to the outer wall of the frame, and the waterproofness becomes insufficient. .

【0005】また地下にコンクリート製の貯水槽を構築
する場合がある。このような貯水層として例えば室内の
冷暖房又は化学プラントの温度調節のために、水等の蓄
熱剤を貯水する蓄熱槽が公知である。コンクリート製の
蓄熱槽は、槽の内壁をポリスチレン系樹脂発泡板などか
らなる断熱材で覆い、更に断熱材の内表面に防水モルタ
ルや防水性樹脂コート剤を塗布したり、軟質ポリ塩化ビ
ニル樹脂などからなる防水シートを被覆したり、硬質ポ
リ塩化ビニル樹脂などからなる防水板を取り付けること
で防水されている。上記防水シートとポリスチレン系樹
脂発泡板との間には軟質ポリ塩化ビニル樹脂中の可塑剤
の移行を防止するためにポリエチレン樹脂などからなる
絶縁シートが設けられる場合もある。
[0005] In some cases, a concrete water storage tank is constructed underground. As such a water reservoir, for example, a heat storage tank for storing a heat storage agent such as water for indoor cooling / heating or temperature control of a chemical plant is known. Concrete heat storage tanks cover the inner wall of the tank with a heat insulating material such as a polystyrene resin foam plate, and apply a waterproof mortar or a waterproof resin coating agent on the inner surface of the heat insulating material, or use a soft polyvinyl chloride resin or the like. It is waterproofed by covering it with a waterproof sheet made of water or attaching a waterproof plate made of hard polyvinyl chloride resin or the like. In some cases, an insulating sheet made of polyethylene resin or the like is provided between the waterproof sheet and the polystyrene-based resin foam board in order to prevent migration of the plasticizer in the soft polyvinyl chloride resin.

【0006】しかしながら、上記従来の蓄熱槽は槽内の
温水の増減や温水と冷水との入れ替えにより温度変化を
繰り返し受けるため、蓄熱槽のコンクリート躯体にひび
割れが生じやすかった。そして躯体外部の地中の湧水が
躯体のひび割れから断熱材に侵入すると、蓄熱槽内の水
位が減少したときに湧水の圧力で断熱材が躯体から脱落
したり、断熱材内表面の防水層が破壊したり、防水シー
ト等が不陸を生じ、更には断熱材から剥離する虞れがあ
り、蓄熱槽から土中への漏水や、土壌中の水が蓄熱槽内
部に侵入する等の問題があった。
[0006] However, the above-mentioned conventional heat storage tank is repeatedly subjected to a temperature change due to increase and decrease of hot water in the tank and exchange of hot water and cold water, so that the concrete frame of the heat storage tank is liable to crack. Then, when the underground spring water outside the skeleton enters the insulation through cracks in the skeleton, the insulation drops off from the skeleton due to the pressure of the spring when the water level in the heat storage tank decreases, and the inner surface of the insulation becomes waterproof. The layer may be destroyed, the waterproof sheet may cause unevenness, and furthermore, it may peel off from the heat insulating material, and water may leak from the heat storage tank into the soil, or water in the soil may enter the heat storage tank. There was a problem.

【0007】本発明は上記従来技術の欠点を解決するた
めになされたものであり、地下室のコンクリート外壁周
囲の湧水を良好に排出して地下室への湧水の侵入を防止
可能な地下室を提供することを目的とする。また本発明
の目的は、地中に埋設されるコンクリート製躯体を有す
る貯水槽において、該躯体にひび割れが生じても防水シ
ートが湧水の圧力により剥離したり断熱材が脱落するこ
とのない貯水槽を提供することにある。また、本発明は
上記地下室や貯水槽に用いられる、湧水排水材を提供す
ることを目的とする。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned drawbacks of the prior art, and provides a basement capable of effectively discharging spring water around a concrete outer wall of the basement and preventing intrusion of the spring into the basement. The purpose is to do. Another object of the present invention is to provide a water storage tank having a concrete body buried underground, in which even if a crack occurs in the body, the waterproof sheet does not peel off due to the pressure of spring water or the heat insulating material does not fall off. To provide a tank. Another object of the present invention is to provide a spring drainage material used in the above-mentioned basement or water storage tank.

【0008】[0008]

【課題を解決するための手段】本発明は、(1)地下構
造物の側壁が外側から順に湧水排水材/防水層/コンク
リート製躯体から構成され、上記湧水排水材が筒状の合
成樹脂発泡粒子を成型してなる連通した空隙を有する発
泡粒子成型体からなることを特徴とする地下室、(2)
地下構造物の側壁が外側から順にコンクリート製躯体/
湧水排水材/防水層から構成され、上記湧水排水材が筒
状の合成樹脂発泡粒子を成型してなる連通した空隙を有
する発泡粒子成型体からなることを特徴とする貯水槽、
(3)筒状の合成樹脂発泡粒子を成型してなる嵩密度
0.03〜0.20g/cm3 、5%圧縮強度0.8k
g/cm2 以上、透水係数1×10-2〜4×10-1cm
/sec、厚み25mm以上の連通した空隙を有する平
板状発泡粒子成型体からなる湧水排水材、を要旨とする
ものである。
According to the present invention, (1) the side wall of the underground structure is composed of a spring drainage material / waterproof layer / concrete frame in order from the outside, and the spring drainage material is a cylindrical composite. (2) a basement comprising a foamed molded article having continuous voids formed by molding resin foamed particles;
The side wall of the underground structure is a concrete frame /
A water storage tank comprising a spring water drainage material / waterproof layer, wherein the spring water drainage material is formed of a foamed particle molded body having continuous voids formed by molding cylindrical synthetic resin foamed particles;
(3) Bulk density obtained by molding cylindrical synthetic resin foam particles 0.03 to 0.20 g / cm 3 , 5% compressive strength 0.8 k
g / cm 2 or more, water permeability 1 × 10 -2 to 4 × 10 -1 cm
/ Sec, a spring water drainage material made of a molded article of a plate-like expanded particle having a communicating gap having a thickness of 25 mm or more.

【0009】[0009]

【発明の実施の形態】図1に示すように本発明の地下室
1は、地中に埋設される地下構造物の側壁が外側から順
に、筒状の合成樹脂発泡粒子を成型してなる連通した空
隙を有する発泡粒子成型体からなる湧水排水材2、防水
層3、コンクリート製躯体4から構成されている。尚、
特に図示しないが上記防水層3とコンクリート製躯体4
との間には、断熱材層を設けることもできる。断熱材と
してはポリスチレン系樹脂発泡体からなるものが、断熱
性、耐水性、圧縮強度等に優れるため好ましい。防水層
3はコンクリート製躯体4の打設後に防水シートを取り
付けたり、防水モルタルや防水性樹脂コート剤を塗布し
てもよいし、またコンクリートの打設前に予め防水シー
トを型枠内に取り付けておいてコンクリートを打設し、
コンクリート製躯体4と一体化しても、いずれでもよ
い。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 1, a basement 1 according to the present invention has an underground structure buried in the ground in which side walls are formed by molding cylindrical synthetic resin foam particles in order from the outside. It is composed of a spring drainage material 2 made of a foamed particle molded body having voids, a waterproof layer 3, and a concrete frame 4. still,
Although not shown, the waterproof layer 3 and the concrete frame 4 are not shown.
A heat insulating material layer may be provided between the two. As the heat insulating material, a material made of a polystyrene resin foam is preferable because of its excellent heat insulating property, water resistance, compressive strength and the like. The waterproof layer 3 may be provided with a waterproof sheet after the concrete body 4 is cast, a waterproof mortar or a waterproof resin coating agent may be applied, or the waterproof sheet may be attached in advance to the concrete before casting the concrete. And put concrete in
It may be integrated with the concrete body 4 or may be any.

【0010】湧水排水材2の下方には、暗渠6等の排水
手段が設けられる。
Below the spring water drainage material 2, drainage means such as a culvert 6 is provided.

【0011】湧水排水材2は筒状の合成樹脂発泡粒子を
型内成型してなる連通した空隙を有する発泡粒子成型体
であるため圧縮強度や耐水性に優れ、かつ連通した空隙
を有することにより透水性に優れている。そのため、湧
水排水材2を設けて地下室1の地下構造物を形成した
後、土砂を埋め戻す際に、土中の小石等が湧水排水材2
の表面を傷つけても、表面に不織布等の透水性部材を設
けた従来の湧水排水材のように透水性部材が破けて湧水
を選択的に排出できなくなるおそれはなく、良好に湧水
が排出され、コンクリート製躯体外壁にかかる水圧を減
少できる。
The spring water drainage material 2 is a foamed molded article having continuous voids formed by molding cylindrical synthetic resin foam particles in a mold, and therefore has excellent compressive strength and water resistance and has continuous voids. It has excellent water permeability. Therefore, after the spring drainage material 2 is provided and the underground structure of the basement 1 is formed, when backfilling the soil, pebbles and the like in the soil cause the spring drainage material 2
Even if the surface is damaged, there is no risk that the water permeable member will break and the spring water cannot be selectively discharged, unlike the conventional spring water drainage material provided with a water permeable member such as a nonwoven fabric on the surface. Is discharged, and the water pressure on the concrete building outer wall can be reduced.

【0012】また、本発明の地下室においては湧水排水
材とコンクリート製躯体外壁との間に防水層が設けられ
ており、該防水層は湧水排水材に覆われていることによ
って土砂を埋め戻す際に小石等によって傷つくおそれが
ないため防水性に優れており、よって本発明の地下室は
極めて防水性に優れたものとすることができる。なお、
土中の水は湧水排水材の内部を通り、下方に設けられた
暗渠へ入って排出される。
Further, in the basement of the present invention, a waterproof layer is provided between the spring drainage material and the outer wall of the concrete frame, and the waterproof layer is covered with the spring drainage material to bury soil. Since there is no danger of being damaged by pebbles or the like when returning, the basement according to the present invention can be made extremely waterproof. In addition,
The water in the soil passes through the inside of the spring drainage material and is discharged into a culvert provided below.

【0013】湧水排水材2は、発泡粒子成型体の嵩密度
を0.03〜0.2g/cm3 の範囲内とすることが良
好な物性の成型体を得ることができるため好ましい。嵩
密度が0.03g/cm3 未満では成型体の圧縮強度が
小さいものとなりやすく、0.2g/cm3 を超えると
成型時に融着不良を生じやすい。発泡粒子成型体は使用
の際に土砂及び湧水の圧力を受けるため、5%圧縮強度
が0.8kg/cm2以上であることが変形して空隙が
狭められ透水性が損われるおそれが少なく好ましい。発
泡粒子成型体は、湧水を確実に排水するために、JIS
A 1218に準拠した透水係数が1×10-2〜4×
10-1cm/secに形成するのが好ましく、より好ま
しくは1×10-2〜9×10-2であり、25mm以上の
厚みがあることが、排水性に優れるため好ましい。尚、
上記の発泡粒子成型体の嵩密度は、成型体の重量を外形
寸法で除して求めた値である。
The spring drainage material 2 preferably has a bulk density of 0.03 to 0.2 g / cm 3 within the range of 0.03 to 0.2 g / cm 3 , since a molded body having good physical properties can be obtained. If the bulk density is less than 0.03 g / cm 3 , the compression strength of the molded body tends to be low, and if it exceeds 0.2 g / cm 3 , poor fusion tends to occur during molding. Since the foamed foam is subjected to the pressure of earth and sand and spring water at the time of use, it is less likely that the 5% compressive strength is 0.8 kg / cm 2 or more, which deforms the pores, narrows the voids and impairs the water permeability. preferable. In order to reliably discharge spring water, JIS
Permeability coefficient based on A1218 is 1 × 10 -2 to 4 ×
The thickness is preferably 10 -1 cm / sec, more preferably 1 × 10 -2 to 9 × 10 -2 , and a thickness of 25 mm or more is preferable because of excellent drainage. still,
The bulk density of the foamed molded article is a value obtained by dividing the weight of the molded article by the external dimensions.

【0014】発泡粒子成型体に用いられる合成樹脂発泡
粒子の基材樹脂は、ポリオレフィン系樹脂又はポリスチ
レン系樹脂、その他の熱可塑性樹脂のいずれでもよい
が、ポリオレフィン系樹脂が好ましい。ポリオレフィン
系樹脂としては、エチレン−ブテンランダムコポリマ
ー、エチレン−ブテンブロックコポリマー、エチレン−
プロピレンブロックコポリマー、エチレン−プロピレン
ランダムコポリマー、エチレン−プロピレン−ブテンタ
ーポリマー、ポリプロピレンホモポリマーなどのポリプ
ロピレン系樹脂、低密度ポリエチレン、中密度ポリエチ
レン、高密度ポリエチレン、直鎖状低密度ポリエチレ
ン、直鎖状超低密度ポリエチレン、エチレン−酢酸ビニ
ルコポリマー、エチレン−メチルメタクリレートコポリ
マー、エチレン−メタクリル酸コポリマーの分子間を金
属イオンで架橋したアイオノマー系樹脂などのポリエチ
レン系樹脂、エチレン−アクリル酸−無水マレイン酸タ
ーポリマーなどが挙げられる。ポリオレフィン系樹脂は
無架橋の状態で用いてもよいが、パーオキサイドや放射
線などにより架橋させて用いてもよい。
The base resin of the synthetic resin expanded particles used for the expanded particle molded article may be any of a polyolefin resin, a polystyrene resin, and other thermoplastic resins, but a polyolefin resin is preferable. Examples of the polyolefin resin include an ethylene-butene random copolymer, an ethylene-butene block copolymer, and an ethylene-butene block copolymer.
Propylene resin such as propylene block copolymer, ethylene-propylene random copolymer, ethylene-propylene-butene terpolymer, polypropylene homopolymer, low density polyethylene, medium density polyethylene, high density polyethylene, linear low density polyethylene, linear super Polyethylene resins such as low-density polyethylene, ethylene-vinyl acetate copolymer, ethylene-methyl methacrylate copolymer, ionomer resin in which ethylene-methacrylic acid copolymer is cross-linked with metal ions, ethylene-acrylic acid-maleic anhydride terpolymer, etc. Is mentioned. The polyolefin-based resin may be used in a non-crosslinked state, or may be used after being crosslinked by peroxide or radiation.

【0015】更に上記基材樹脂の中で特に好ましいの
は、エチレン−プロピレンランダムコポリマー、プロピ
レン−ブテンランダムコポリマー、エチレン−ブテン−
プロピレンランダムターポリマー等のポリプロピレン系
樹脂であり、5%圧縮強度が0.8kg/cm2 以上の
優れた成型品が容易に得られる。
Among the above-mentioned base resins, particularly preferred are ethylene-propylene random copolymer, propylene-butene random copolymer, ethylene-butene-
An excellent molded product having a 5% compressive strength of 0.8 kg / cm 2 or more can be easily obtained.

【0016】発泡粒子成型体は、筒状の合成樹脂発泡粒
子を金型内に充填し加熱して粒子相互を融着一体化する
所謂ビーズ成形して形成される。発泡粒子の好ましい形
状を、図3(a)〜(c)に示す。これらの発泡粒子2
0は、全体として中空構造であり且つ該中空部分が発泡
粒子を貫通している筒形形状の発泡粒子11であり、d
MIN が1.5mm以上で且つdMIN /DMIN の値が0.
25〜0.85のもの(但し、dMIN は筒形形状発泡粒
子の孔の方向に垂直な断面の中で最小の孔径、DMIN
MIN を得た断面の最小の外径である。)を用いるのが
好ましい。
The foamed molded article is formed by so-called bead molding in which cylindrical synthetic resin foamed particles are filled in a mold and heated to fuse and integrate the particles. Preferred shapes of the expanded particles are shown in FIGS. These expanded particles 2
0 is a cylindrical foamed particle 11 having a hollow structure as a whole and the hollow portion penetrating the foamed particle, d
MIN is 1.5 mm or more and the value of d MIN / D MIN is 0.
25 to 0.85 (where d MIN is the smallest pore diameter in a cross section perpendicular to the direction of the pores of the cylindrical foamed particles, and D MIN is the smallest outer diameter of the cross section from which d MIN was obtained). ) Is preferred.

【0017】上記発泡粒子の具体的形状は、図3(a)
に示すように孔径d及び外径Dが一定であり円筒形状の
もの、同図(b)に示すように孔径d及び外径Dが一定
であるが、外形形状が屈曲している円筒状の形態を有す
るもの、同図(c)に示すように孔径d及び外径Dが一
定ではなく極小部分が存在するもの、或いは図示しない
が、上記図3(a)〜(c)の形状を適宜組み合わせた
もの等が挙げられる。尚、上記の筒状の発泡粒子の外形
形状は円筒の筒状以外にも、楕円筒状、多角形筒状でも
いずれでもよく、また孔の形状も同様に多角形状や楕円
形状のいずれでもよい。
The specific shape of the expanded particles is shown in FIG.
As shown in (b), the hole diameter d and the outer diameter D are constant, as shown in FIG. 3 (a) to 3 (c), although the hole diameter d and the outer diameter D are not constant and have a very small portion as shown in FIG. Combinations and the like are mentioned. In addition, the outer shape of the above-mentioned tubular expanded particles is not limited to a cylindrical tube, and may be any of an elliptical tube and a polygonal tube. .

【0018】発泡粒子として、孔径dMIN が1.5mm
以上で且つdMIN /DMIN の値が0.25〜0.85で
あるものを使用することにより、収縮が小さく十分な空
隙を有し且つ融着性良好な、物性の優れた連通した空隙
を有する合成樹脂発泡粒子成型体を容易に得ることがで
きる。
The foamed particles have a pore diameter d MIN of 1.5 mm
By using those having a value of d MIN / D MIN of 0.25 to 0.85, a continuous space having a small space with a small shrinkage and a good fusion property and excellent physical properties The molded article of synthetic resin expanded particles having the following formula can be easily obtained.

【0019】上記発泡粒子の孔径dMIN が1.5mm未
満の場合、或いは、dMIN /DMINが0.25未満の場
合は、金型による加熱一体成形により得られる成型体中
に空隙が充分に確保されず、透水係数の小さい排水性の
不充分なものとなる虞れがある。またdMIN /D MIN
0.85を超える場合、発泡粒子自体の製造が困難であ
り、該粒子を金型で加熱一体成型して得られる成型体は
発泡粒子の融着が充分であっても発泡粒子の強度不足等
により成型体の収縮が発生して寸法安定性が不充分とな
ったり、発泡粒子が変形して連通した空隙が充分に確保
できないために排水性の不充分なものとなる虞れがあ
る。
When the pore diameter d MIN of the expanded particles is less than 1.5 mm, or when d MIN / D MIN is less than 0.25, sufficient voids are formed in the molded article obtained by integral molding by heating with a mold. Therefore, there is a possibility that the water permeability may be insufficient and the water permeability may be insufficient. When d MIN / D MIN exceeds 0.85, it is difficult to produce the foamed particles themselves, and the molded body obtained by integrally molding the particles by heating in a mold has sufficient fusion of the foamed particles. In addition, the molded product shrinks due to insufficient strength of the expanded particles, etc., resulting in insufficient dimensional stability, or the expanded particles are deformed and the communicating voids cannot be sufficiently secured. There is a risk of becoming.

【0020】発泡粒子が上記の如く筒形形状に構成され
ていると、発泡粒子を金型内に空送にて充填する際の充
填空気の流入口に対する空気の流出口の位置を調整する
ことによって筒形形状発泡粒子にある程度方向性を与え
て金型内に充填することが可能となり、発泡成形体の空
隙率や連通した空隙の方向性を制御することもできる。
When the foamed particles are formed in the cylindrical shape as described above, the position of the air outlet relative to the inlet of the filling air when filling the foamed particles into the mold by air transport is adjusted. Thus, the cylindrical foamed particles can be given a certain degree of directionality and can be filled in the mold, and the porosity of the foamed molded article and the directionality of the connected voids can be controlled.

【0021】上記発泡粒子は、例えば基材樹脂を押出機
で溶融混練した後、目的とする発泡粒子の断面形状とほ
ぼ相似する断面形状のストランド状に押し出して、冷却
後適宜長さに切断するか、或いは適宜長さに切断後冷却
する等の手段で先ずペレット状の無発泡の筒状樹脂粒子
を製造し、該樹脂粒子を密閉容器内に発泡剤の存在下で
分散媒に分散させて、該樹脂粒子の軟化温度以上の温度
に加熱して樹脂粒子内に発泡剤を含浸させ、しかる後容
器の一旦を開放し、容器内圧力を発泡剤の蒸気圧以上の
圧力に保持しながら樹脂粒子と分散媒とを同時に容器内
よりも低圧の雰囲気下(通常は大気圧下)に放出して樹
脂粒子を発泡せしめることで得られる。
The above foamed particles are extruded, for example, into a strand having a cross-sectional shape substantially similar to the cross-sectional shape of the desired foamed particles after melt-kneading the base resin with an extruder, and cut into appropriate lengths after cooling. Or, first, pellets of non-foamed cylindrical resin particles are produced by means such as cutting to an appropriate length and cooling, and the resin particles are dispersed in a dispersion medium in the presence of a foaming agent in a closed container. The resin particles are heated to a temperature not lower than the softening temperature to impregnate the resin particles with the foaming agent, and then the container is once opened, and the pressure in the container is maintained at a pressure equal to or higher than the vapor pressure of the foaming agent. It is obtained by simultaneously releasing the particles and the dispersion medium under a lower pressure atmosphere than the inside of the container (usually under atmospheric pressure) to foam the resin particles.

【0022】防水層3は、軟質塩化ビニル樹脂シート等
からなる防水シートや防水モルタル、防水性樹脂コート
剤などが用いられる。
As the waterproof layer 3, a waterproof sheet made of a soft vinyl chloride resin sheet or the like, a waterproof mortar, a waterproof resin coating agent, or the like is used.

【0023】図2は本発明貯水槽の1例を示し、蓄熱層
の要部縦断面図である。本発明の貯水槽は図2に示すよ
うに、地下構造物の側壁が外側から順にコンクリート製
躯体14、筒状の合成樹脂発泡粒子を成型してなる連通
した空隙を有する発泡粒子成型体からなる湧水排水材1
2、防水層13から構成されている。貯水槽を蓄熱槽1
1として用いる場合は、上記湧水排水材12と防水層1
3との間に、断熱材15が設けられる。
FIG. 2 shows an example of the water storage tank of the present invention, and is a longitudinal sectional view of a main part of a heat storage layer. As shown in FIG. 2, the water tank of the present invention includes a concrete body 14 and a foamed particle molded body having continuous voids formed by molding cylindrical synthetic resin foamed particles in order from the outer side wall of the underground structure. Spring water drainage material 1
2. It is composed of a waterproof layer 13. Thermal storage tank 1
In the case of using the spring water drainage material 12 and the waterproof layer 1,
3, a heat insulating material 15 is provided.

【0024】貯水槽には該槽下方にピット7が設けら
れ、湧水排水材12に浸透した水は該ピット7に排出さ
れるように形成されている。
The water storage tank is provided with a pit 7 below the tank, and the water permeating the spring drainage material 12 is discharged to the pit 7.

【0025】湧水排水材12はコンクリート製躯体14
を形成した後に、該躯体の内側に取り付けても良いし、
また蓄熱層においては躯体14を形成する際に槽の内側
となる型枠に断熱材及び湧水排水材を取り付けておい
て、該型枠にコンクリートを打設し躯体と一体に形成す
ることもできる。上記後者の場合には、湧水排水材12
の躯体側表層部の空隙に、打設したコンクリートの一部
が入り込むため、コンクリート躯体14と湧水排水材1
2との接着が強固に形成される。
The spring drainage material 12 is a concrete skeleton 14.
After forming, may be attached to the inside of the frame,
In the heat storage layer, when forming the frame 14, a heat insulating material and a spring water drainage material may be attached to a frame inside the tank, and concrete may be poured into the frame to be integrally formed with the frame. it can. In the latter case, the spring drainage material 12
The concrete skeleton 14 and spring water drainage 1
2 is firmly formed.

【0026】また蓄熱槽が複数の区画に分割されている
場合のように、湧水と接触する虞れのない側壁がある場
合にはその側壁には湧水排水材を設ける必要はない。
When a heat storage tank is divided into a plurality of sections and there is a side wall which does not have a risk of contact with spring water, it is not necessary to provide a spring drainage material on the side wall.

【0027】湧水排水材12としては、図1に示す地下
室の説明で例示した湧水排水材2と同様の材料が用いら
れる。蓄熱槽として用いる場合に設けられる断熱材とし
ては、ポリスチレン系樹脂発泡体やポリウレタン系樹脂
発泡体等が挙げられ、特にポリスチレン系樹脂発泡体が
断熱性に優れ、かつ吸水性が小さいため好ましい。防水
層としては、断熱材層を有しない場合、硬質塩化ビニル
樹脂板等の硬質の防水板や軟質塩化ビニル樹脂シート等
の防水シートが挙げられ、これらは湧水排水材の槽内側
表面に取り付けられる。ポリスチレン系樹脂発泡体等か
らなる断熱材層を有する場合には、上述の防水板や防水
シートを取り付ける他、断熱材の槽内側表面に防水モル
タルや防水性樹脂コート剤を塗布することにより防水層
を形成することもできる。
As the spring drainage material 12, the same material as the spring drainage material 2 exemplified in the description of the basement shown in FIG. 1 is used. Examples of the heat insulating material provided when used as a heat storage tank include a polystyrene-based resin foam and a polyurethane-based resin foam, and a polystyrene-based resin foam is particularly preferable because of its excellent heat insulating properties and low water absorption. As the waterproof layer, when there is no heat insulating material layer, a hard waterproof plate such as a hard vinyl chloride resin plate or a waterproof sheet such as a soft vinyl chloride resin sheet can be used. Can be In the case of having a heat insulating material layer made of a polystyrene-based resin foam or the like, in addition to attaching the above-described waterproof plate or waterproof sheet, the waterproof layer is formed by applying a waterproof mortar or a waterproof resin coating agent to the inside surface of the insulating material tank. Can also be formed.

【0028】[0028]

【発明の効果】以上説明したように本発明地下室は、側
壁が外側から順に、筒状の合成樹脂発泡粒子を成型して
なる連通した空隙を有する発泡粒子成型体からなる湧水
排水材/防水層/コンクリート製躯体からなる構成を採
用したことにより下記の効果を奏する。湧水排水材が土
砂の埋め戻し時に破損しにくく、湧水が良好に排出され
るため、コンクリート製躯体外壁にかかる水圧を減少で
きる。更に、湧水排水材とコンクリート製躯体との間に
設けられた防水層は傷つくおそれがないため防水性に優
れている。よって本発明の地下室を極めて防水性に優れ
たものとすることができる。また湧水が良好に排出され
ることにより、本発明地下室の周囲の地盤が軟弱化した
り凍上するのを抑えられるという効果も有する。
As described above, the basement according to the present invention has a spring wall drainage material / waterproof made of a foamed particle molded body having open pores formed by molding cylindrical synthetic resin foamed particles in order from the outer side wall. The following effects are obtained by adopting the structure composed of the layer / concrete body. The spring drainage material is less likely to be damaged during backfilling of earth and sand, and the spring water is discharged well, so that the water pressure applied to the outer wall of the concrete frame can be reduced. Furthermore, the waterproof layer provided between the spring drainage material and the concrete body has no risk of being damaged, and thus has excellent waterproof properties. Therefore, the basement of the present invention can be made extremely waterproof. In addition, since the spring water is well drained, the ground around the basement of the present invention can be prevented from softening or freezing.

【0029】本発明貯水槽は、側壁が外側から順に、コ
ンクリート製躯体/筒状の合成樹脂を成型してなる連通
した空隙を有する発泡粒子成型体からなる湧水排水材/
防水層からなる構成を採用したことにより、コンクリー
ト躯体にひび割れが生じた際、侵入してきた湧水は湧水
排水材を通じて槽外へ排出されるため、湧水の圧力によ
り防水層に用いられている防水シートが剥離したり、防
水性樹脂コートが破壊されることがなく、貯水槽内部に
土中の湧水が侵入したり、貯水槽内の水が外部に漏れる
のを防ぐことができる。また、湧水排水材と防水層との
間に断熱材を設けた蓄熱槽の場合には湧水の圧力により
断熱材が躯体から脱落するのを防ぐことができる。
The water storage tank of the present invention has a side wall in order from the outside, a concrete body / spring water drainage material formed of a foamed particle molded body having continuous voids formed by molding a cylindrical synthetic resin /
By adopting a structure consisting of a waterproof layer, when cracks occur in the concrete skeleton, the intruding spring water is discharged out of the tank through the spring drainage material, so it is used for the waterproof layer by the pressure of the spring water. The waterproof sheet is not peeled off, and the waterproof resin coat is not destroyed, so that it is possible to prevent the spring water in the soil from entering the inside of the water tank and the water in the water tank from leaking to the outside. Further, in the case of a heat storage tank provided with a heat insulating material between the spring drainage material and the waterproof layer, the heat insulating material can prevent the heat insulating material from falling off from the frame due to the pressure of the spring water.

【0030】本発明湧水排水材は、筒状の合成樹脂発泡
粒子を成型してなる嵩密度0.03〜0.20g/cm
3 、5%圧縮強度0.8kg/cm2 以上、透水係数1
×10-2〜4×10-1cm/sec、厚み25mm以上
の連通した空隙を有する平板状発泡粒子成型体からなる
ため、圧縮強度や耐水性、透水性に優れ、表面が傷つい
ても透水性を損なうことがないため湧水を確実に排出す
ることができる。
The spring drainage material of the present invention has a bulk density of 0.03 to 0.20 g / cm obtained by molding cylindrical synthetic resin foam particles.
3 , 5% compressive strength 0.8 kg / cm 2 or more, water permeability 1
Since it is made of a molded article of flat foamed particles having × 10 -2 to 4 × 10 -1 cm / sec and having a thickness of 25 mm or more and having communicating pores, it has excellent compressive strength, water resistance and water permeability, and water permeability even if the surface is damaged. Spring water can be reliably discharged because the water quality is not impaired.

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

【図1】本発明地下室の1例を示す要部縦断面図であ
る。
FIG. 1 is a vertical sectional view showing a main part of an example of a basement according to the present invention.

【図2】本発明貯水槽の1例を示し、蓄熱槽の要部縦断
面図である。
FIG. 2 shows an example of a water storage tank of the present invention, and is a longitudinal sectional view of a main part of a heat storage tank.

【図3】本発明湧水排水材に用いられる筒状の発泡粒子
の態様を示す斜視図である。
FIG. 3 is a perspective view showing an embodiment of tubular expanded particles used for the spring drainage material of the present invention.

【符号の説明】[Explanation of symbols]

1 地下室 2 空隙を有する発泡粒子成型体からなる湧水排水材 3 防水層 4 コンクリート製躯体 11 貯水槽 12 空隙を有する発泡粒子成型体からなる湧水排水材 13 防水層 14 コンクリート製躯体 REFERENCE SIGNS LIST 1 basement room 2 spring water drainage material formed of foamed particle molded body having void 3 waterproof layer 4 concrete body 11 water storage tank 12 spring water drainage material formed of foamed particle molded body having void 13 waterproof layer 14 concrete body

───────────────────────────────────────────────────── フロントページの続き (72)発明者 橋場 正博 神奈川県平塚市代官町24−5テラスハウス 田中A号 ──────────────────────────────────────────────────の Continued on the front page (72) Inventor Masahiro Hashiba 24-5 Terrace House Tanaka A, Daikancho 24-5, Hiratsuka-shi, Kanagawa

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下構造物の側壁が外側から順に湧水排
水材/防水層/コンクリート製躯体から構成され、上記
湧水排水材が筒状の合成樹脂発泡粒子を成型してなる連
通した空隙を有する発泡粒子成型体からなることを特徴
とする地下室。
1. A side wall of an underground structure comprising a spring drainage material / waterproofing layer / concrete frame in order from the outside, wherein said spring drainage material is formed by molding cylindrical synthetic resin foam particles. A basement comprising a foamed molded article having:
【請求項2】 地下構造物の側壁が外側から順にコンク
リート製躯体/湧水排水材/防水層から構成され、上記
湧水排水材が筒状の合成樹脂発泡粒子を成型してなる連
通した空隙を有する発泡粒子成型体からなることを特徴
とする貯水槽。
2. A side wall of an underground structure is composed of a concrete frame / spring material / waterproofing layer in order from the outside, and said springing / water drainage material is formed by molding cylindrical synthetic resin foam particles. A water tank comprising a foamed particle molded article having the following.
【請求項3】 筒状の合成樹脂発泡粒子を成型してなる
嵩密度0.03〜0.20g/cm3 、5%圧縮強度
0.8kg/cm2 以上、透水係数1×10-2〜4×1
-1cm/sec、厚み25mm以上の連通した空隙を
有する平板状発泡粒子成型体からなる湧水排水材。
3. A bulk density of 0.03 to 0.20 g / cm 3 , a 5% compressive strength of 0.8 kg / cm 2 or more, and a water permeability of 1 × 10 -2 or more, obtained by molding cylindrical synthetic resin foam particles. 4x1
A spring water drainage material comprising a flat foamed particle molded article having a communication gap of 0 -1 cm / sec and a thickness of 25 mm or more.
JP8284682A 1996-10-07 1996-10-07 Spring water draining material for basement, water storage tank and underground wall Pending JPH10110442A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8284682A JPH10110442A (en) 1996-10-07 1996-10-07 Spring water draining material for basement, water storage tank and underground wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8284682A JPH10110442A (en) 1996-10-07 1996-10-07 Spring water draining material for basement, water storage tank and underground wall

Publications (1)

Publication Number Publication Date
JPH10110442A true JPH10110442A (en) 1998-04-28

Family

ID=17681623

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8284682A Pending JPH10110442A (en) 1996-10-07 1996-10-07 Spring water draining material for basement, water storage tank and underground wall

Country Status (1)

Country Link
JP (1) JPH10110442A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002227222A (en) * 2001-01-31 2002-08-14 Jsp Corp Drainage panel, heat insulating drainage panel, and construction method for heat insulating drainage wall of concrete underground structure
JP2006299653A (en) * 2005-04-21 2006-11-02 Puratoo:Kk Method of lowering groundwater level around building
JP2007198052A (en) * 2006-01-27 2007-08-09 Mag:Kk Basic heat insulating drainage structure
JP2012242045A (en) * 2011-05-23 2012-12-10 Shimizu Corp Ground water heat utilization system
CN112942445A (en) * 2021-02-02 2021-06-11 阳江市源丰建设工程有限公司 Seepage-proofing drainage structure of basement and construction method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002227222A (en) * 2001-01-31 2002-08-14 Jsp Corp Drainage panel, heat insulating drainage panel, and construction method for heat insulating drainage wall of concrete underground structure
JP4618701B2 (en) * 2001-01-31 2011-01-26 株式会社ジェイエスピー Drainage structure, insulation drainage structure and method for constructing insulation drainage wall of concrete underground structure
JP2006299653A (en) * 2005-04-21 2006-11-02 Puratoo:Kk Method of lowering groundwater level around building
JP2007198052A (en) * 2006-01-27 2007-08-09 Mag:Kk Basic heat insulating drainage structure
JP2012242045A (en) * 2011-05-23 2012-12-10 Shimizu Corp Ground water heat utilization system
CN112942445A (en) * 2021-02-02 2021-06-11 阳江市源丰建设工程有限公司 Seepage-proofing drainage structure of basement and construction method thereof

Similar Documents

Publication Publication Date Title
US5622756A (en) Expansion-molded article of polyolefin resin having open voids
US6256937B1 (en) Prevention of damages of construction materials by termites
CA2929737C (en) Method for manufacturing an insulation and drainage panel and insulation and drainage panel
JPH10110442A (en) Spring water draining material for basement, water storage tank and underground wall
JP4503720B2 (en) Method for producing foamed article with skin
JPH10136786A (en) Soil embedding material
JP4668089B2 (en) Geothermal utilization system with rainwater storage tank
JP4618701B2 (en) Drainage structure, insulation drainage structure and method for constructing insulation drainage wall of concrete underground structure
JP2787224B2 (en) Olefin-based resin foam molded article and method for producing the same
JP3029604U (en) Water-permeable floor
JP4227683B2 (en) Plastic foam composite
JP3394074B2 (en) Expanded molded body made by molding in-mold thermoplastic resin expanded particles
JPH09209503A (en) Reinforcing bar cover
JPS6129840Y2 (en)
JPH11333938A (en) Polystyrenic foamed particle molded object and production thereof
JPH09118770A (en) Water-retaining foamed particle, and molded item of water-retaining foamed particle and its production
FI63887B (en) FOERFARANDE FOER FRAMSTAELLNING AV EN SEG SKIVA AV TERMOPLASTISKT HARTSSKUM
JP2002192548A (en) Manufacturing method for plastic expanded composite
JPS637607Y2 (en)
JPH0668820U (en) Formwork for road Braille formation
JPH0859875A (en) Water-permeable molded foam having void
JPH09302834A (en) Ceiling lined panel for concrete curing chamber and ceiling structure of concrete curing chamber
JP2000220199A (en) Rain water seepage pipe with covering layer, its manufacture, and mold structure used therefor
JP2556289Y2 (en) Permeable plate
JPH0227928B2 (en)

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20051130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051214

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20060405