JPH08120702A - Drainage device for outer wall of basement and its construction method - Google Patents

Drainage device for outer wall of basement and its construction method

Info

Publication number
JPH08120702A
JPH08120702A JP26373494A JP26373494A JPH08120702A JP H08120702 A JPH08120702 A JP H08120702A JP 26373494 A JP26373494 A JP 26373494A JP 26373494 A JP26373494 A JP 26373494A JP H08120702 A JPH08120702 A JP H08120702A
Authority
JP
Japan
Prior art keywords
wall
basement
drainage
drain
plate 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
JP26373494A
Other languages
Japanese (ja)
Inventor
Yasuaki Watanabe
康明 渡辺
Masahiro Kanamaru
昌弘 金丸
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.)
Asahi Kasei Engineering Corp
Asahi Yukizai Corp
Original Assignee
Asahi Organic Chemicals Industry Co Ltd
Asahi Engineering Co Ltd Osaka
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 Asahi Organic Chemicals Industry Co Ltd, Asahi Engineering Co Ltd Osaka filed Critical Asahi Organic Chemicals Industry Co Ltd
Priority to JP26373494A priority Critical patent/JPH08120702A/en
Publication of JPH08120702A publication Critical patent/JPH08120702A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 小規模地下室の外壁への地下水の透過を防止
する、排水性能が優れ、かつ狭いスペースで施工できる
地下室外壁の排水装置およびその施工法を提案する。 【構成】 両表面に多数の截頭四角錘形の凹凸部が突出
して排水空隙が形成されているポリプロピレン、ポリエ
チレンなどの樹脂製の板材の両表面を閉鎖断面形のポリ
プロピレンなどの不織布からなるフィルター材で覆って
なるドレーン材を、地下室外壁に添付け配置し、その板
材の下端縁に沿い孔あき排水管を、フィルター材の余長
部分で覆い配置し、排水管先端を排水溝に連通させ、地
下室周囲の開削した空間を埋戻してなる地下室外壁の排
水装置および施工法。
(57) [Abstract] [Purpose] We propose a drainage device for the outer wall of a basement room that has excellent drainage performance and prevents the penetration of groundwater into the outer wall of a small basement room, and a construction method therefor. [Structure] A filter made of a non-woven fabric such as polypropylene having a closed cross section on both surfaces of a plate made of resin such as polypropylene or polyethylene in which a large number of truncated quadrangular pyramidal projections and depressions are formed on both surfaces to form a drainage gap. A drain material covered with a material is attached to the outer wall of the basement, and a perforated drainage pipe is placed along the lower edge of the plate material with the extra length of the filter material, and the tip of the drainage pipe communicates with the drainage channel. , A drainage device and construction method for the outer wall of the basement, which is created by backfilling the open and closed space around the basement.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は地下室外壁への地下水
の浸透、もしくは漏水を防止するための地下室外壁の排
水装置およびその施工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage device for an outer wall of a basement and a method of constructing the same for preventing infiltration or leakage of groundwater into the outer wall of a basement.

【0002】[0002]

【従来の技術】近年、地下室設置の規制が緩和されたこ
ともあり、従来の車庫物置などの非生活空間から、書
斎、音楽室、収納室などの生活空間として利用する傾向
が広まっている。
2. Description of the Related Art In recent years, regulations for installing basements have been relaxed, and there is a growing tendency to use non-living spaces such as conventional garage storage as living spaces such as a study, a music room, and a storage room.

【0003】この際に湿気、結露などの問題があるが、
最も問題となるのは、地下水の水圧が地下室外壁にかか
り、地下室内に浸透する点である。
At this time, there are problems such as moisture and dew condensation,
The biggest problem is that the water pressure of groundwater is applied to the outer wall of the basement and permeates into the basement.

【0004】地下水の浸透を防ぐためには、通常のビル
のように地下部分に充分なスペースを設けるような場合
には、地下の外壁にしっかりした防水層を設けるととも
に、地下水を排出する暗渠を設けるなど大掛りな工事を
して充分な対策をとることができる。
In order to prevent the permeation of groundwater, when a sufficient space is provided in the underground part like a normal building, a solid waterproof layer is provided on the outer wall of the basement and a culvert for discharging the groundwater is provided. It is possible to take large-scale construction and take sufficient measures.

【0005】しかし、個人住宅などの小規模の建築物に
地下室を設けるような場合は上記のような大掛りな工事
は敷地広さ、施工コストの制約があり、一般に不可能で
ある。
However, in the case of providing a basement in a small-scale building such as a private house, the large-scale construction as described above is generally impossible due to restrictions on the site area and construction cost.

【0006】従って、この様な場合は地下室の外壁に防
水シートを貼設、あるいは防水塗料を塗布するなど簡易
な手段を採用するか、あるいは外壁の外側に排水層を設
けて、外壁に地下水圧がかからないようにして浸透を防
止がとられていた。
Therefore, in such a case, a simple means such as attaching a waterproof sheet to the outer wall of the basement or applying a waterproof paint is adopted, or a drainage layer is provided on the outer side of the outer wall so that the pressure of the groundwater is reduced. It was designed to prevent penetration and prevent penetration.

【0007】一方、本願出願人は特開平2−49814
号公報において、連続地中壁に凹凸面をもった板材の両
面を不織布のフィルター材で被覆したドレーン材を添付
け地下水の水みちを確保できる連続地中壁を提案した。
On the other hand, the applicant of the present application has filed Japanese Patent Application Laid-Open No. 2-49814.
In the gazette, a continuous underground wall was proposed in which a drain material in which both sides of a plate material having an uneven surface were covered with a non-woven filter material was attached to the continuous underground wall to secure the water channel of groundwater.

【0008】[0008]

【発明が解決しようとする課題】しかしながら、前記シ
ートの貼設、防水塗料の塗布、あるいは排水層を設ける
方法は、限られた狭い敷地内の面倒で煩雑な作業であり
工期も長くなり、そのうえ排水効果があまり期待できな
い。
However, the method of attaching the sheet, applying the waterproof coating, or providing the drainage layer is a troublesome and complicated work in a limited narrow site and requires a long construction period. The drainage effect cannot be expected so much.

【0009】また、前記した連続地中壁は、地下水をそ
の水脈に沿い自由に流すためのものであり、従来の方法
の排水層を併用することなどもあって、居住空間レベル
としてドライな空間を必要とする小規模な地下室の外壁
にそのまま適用できるものではない。
The above-mentioned continuous underground wall is for allowing groundwater to freely flow along the water vein thereof, and it is possible to use the drainage layer of the conventional method together, so that it is a dry space as a living space level. It cannot be applied as is to the outer wall of a small basement that requires.

【0010】この発明は上記問題点の解決を図ったもの
であり、その目的は、地下室外壁付近に地下水が滞留す
ることがなく、外壁の地下水の浸透を防止し、ドライな
地下室空間を確保できる地下室外壁の排水装置および、
狭隘な敷地、小規模の建物であっても、作業性よく、低
コストで地下室外壁の排水装置を設置できる施工法を提
供するにある。
The present invention is intended to solve the above problems, and an object thereof is to prevent groundwater from accumulating in the vicinity of the outer wall of the basement, prevent permeation of groundwater in the outer wall, and secure a dry basement space. Drainage system on the outer wall of the basement, and
An object of the present invention is to provide a construction method capable of installing a drainage device for the outer wall of a basement at a low cost with good workability even in a small site or a small building.

【0011】[0011]

【課題を解決するための手段】請求項1の発明になる地
下室外壁の排水装置は、排水空隙を形成する多数の凹凸
を有する板材と、その少なくとも外側片表面を覆うフィ
ルター材からなるドレーン材が、地下室外壁面に前記外
側片表面を外側にして添付け配され、板材下端縁に沿っ
て孔あき排水管がドレーン材から連続するフィルター材
で覆われ、配置されてあることを特徴とする。
According to a first aspect of the present invention, there is provided a drainage device for an outer wall of a basement, which comprises a plate member having a large number of irregularities forming a drainage gap and a drain member made of a filter material covering at least one outer surface of the plate member. The outer wall surface is attached to the outer wall surface of the basement with the outer side surface facing outward, and the perforated drainage pipe is covered with a filter material continuous from the drain material and arranged along the lower edge of the plate material.

【0012】請求項2の施工法は、排水空隙を形成する
多数の凹凸を有する板材と、その少なくとも外側片表面
を覆い、かつ板材の片側縁から張出す余長部分を有する
フィルター材を仮固着してドレーン材を形成し、このド
レーン材を地下室外壁面に前記外側片表面を外側にして
添付け配置し、板材下端縁に沿って孔あき排水管を前記
フィルター材の余長部分で覆い、配置することを特徴と
する。
According to a second aspect of the present invention, a plate material having a large number of irregularities forming a drainage gap and a filter material having at least an outer side surface thereof and a surplus portion protruding from one side edge of the plate material are temporarily fixed. Then, the drain material is formed, and the drain material is attached to the outer wall surface of the basement with the outer side surface facing outward, and the drainage pipe having a hole along the lower edge of the plate material is covered with the extra length portion of the filter material, It is characterized by arranging.

【0013】[0013]

【実施例】以下、この排水装置を施工の実施例をあげ説
明する。図1はドレーン材を構成する板材1であり、幅
1mの長尺のもので、その両面に截頭四角錘形の凹凸部
2、2’が突出し水が自由に流れる排水空隙3が形成さ
れている。
EXAMPLES Examples of construction of this drainage device will be described below. FIG. 1 shows a plate material 1 constituting a drain material, which is a long material having a width of 1 m, on which both sides are formed a truncated square pyramidal concavo-convex portion 2 and 2 ', and a drainage gap 3 in which water freely flows is formed. ing.

【0014】図2はドレーン材4であり、図2の(a) に
示すドレーン材4−1は板材1の両表面を連続してとり
囲む閉鎖断面形をなすフィルター材5で覆ったものであ
り、この閉鎖断面形をなすフィルター材5の幅は板材1
の幅より大であり、その片側縁部は板材1の片側縁から
張出す余長部分6となっている。フィルター材5はポリ
プロピレンなどの不織布製であり、板材1に仮固着さ
れ、板材1面との間に突起2,2’により形成された排
水空隙3が介在する。
FIG. 2 shows the drain member 4, and the drain member 4-1 shown in FIG. 2 (a) is a plate member 1 covered with a filter member 5 having a closed cross section that continuously surrounds both surfaces of the plate member 1. Yes, the width of the filter material 5 having this closed cross section is the plate material 1
Is larger than the width of the plate material 1, and one side edge portion thereof is a surplus portion 6 that extends from one side edge of the plate material 1. The filter material 5 is made of a non-woven fabric such as polypropylene and is temporarily fixed to the plate material 1, and the drainage gap 3 formed by the projections 2 and 2 ′ is interposed between the filter material 5 and the surface of the plate material 1.

【0015】図2(b) に示すドレーン材4−2は板材1
の片表面を覆うフィルター材5を仮固着し構成され、フ
ィルター材の一方の側縁部は板材1の片側縁から張出す
余長部分6となっている。
The drain member 4-2 shown in FIG. 2 (b) is a plate member 1
The filter material 5 covering one surface of the above is temporarily fixed, and one side edge portion of the filter material is a surplus portion 6 protruding from one side edge of the plate material 1.

【0016】図2(c) に示すドレーン材4−3は板材1
の両表面を覆うフィルター材5を仮固着し構成され、両
表面側のフィルター材5の一方の側縁部は板材1の片側
縁から張出す余長部分6となっている。
The drain member 4-3 shown in FIG. 2 (c) is a plate member 1.
The filter material 5 covering both surfaces is temporarily fixed, and one side edge portion of the filter material 5 on both surface sides is a surplus portion 6 protruding from one side edge of the plate material 1.

【0017】孔あき排水管9は図3に示すごとく、多数
の透孔10を有し、その先端は排水溝に連通せしめてあ
る(図示せず)。
As shown in FIG. 3, the perforated drainage pipe 9 has a large number of through holes 10, the tip of which is connected to the drainage groove (not shown).

【0018】図4は、図2(a) に示すドレーン材4−1
を用い施工した地下室外壁の排水装置であり、ドレーン
材4−1を外壁7全面に添付け配置し、外壁7面に固着
してあるピンに係止し、その先端を折曲して固定してあ
る(図示せず)。ドレーン材4−1の頂部は地表面より
やや低い位置となしてあり、下端縁は外壁7下端の横方
向に張出したフーチング8との入隅部に位置し、その下
端縁に沿い孔あき排水管9をフィルター材の余長部分6
で覆い配置し構成されている。
FIG. 4 shows the drain material 4-1 shown in FIG. 2 (a).
It is a drainage device for the outer wall of the basement constructed by using the drain material 4-1 attached to the entire surface of the outer wall 7, locked to a pin fixed to the surface of the outer wall 7, and the tip is bent and fixed. (Not shown). The top of the drain material 4-1 is located at a position slightly lower than the ground surface, and the lower end edge is located at the corner of the foot of the outer wall 7 which extends laterally, and the perforated drainage along the lower end edge. Pipe 9 is the extra length of filter material 6
It is configured by covering with.

【0019】図5は図4と同様にドレーン材4−1を用
い施工した排水装置であり、排水管9をフーチング8の
横方向に張出した先端部において、余長部分6で覆い配
し構成されている。
FIG. 5 shows a drainage device constructed by using the drain material 4-1 similarly to FIG. 4, and the drainage pipe 9 is covered with an extra length portion 6 at the end portion of the footing 8 which extends laterally. Has been done.

【0020】図6は図2(b) に示すドレーン材4−2を
用いた防水装置であり、外壁7の全面にフィルター材5
で覆った面を外側にしてドレーン材4−2を添付け配置
し、その板材下端縁を外壁7下端の横方向に張出したフ
ーチング8の先端位置となし、その下端縁に沿い排水管
9を余長部分6で覆い配置し構成されている。
FIG. 6 shows a waterproof device using the drain material 4-2 shown in FIG. 2 (b).
The drain material 4-2 is attached with the surface covered with the outside with the bottom edge of the plate material as the tip position of the footing 8 extending laterally to the lower end of the outer wall 7, and the drain pipe 9 is provided along the bottom edge. The extra length portion 6 covers and arranges it.

【0021】図7は図2(c) に示すドレーン材4−3を
用いた防水装置であり、外壁7の全面に両表面がフィル
ター材5で覆われたドレーン材4−3を添付け配置しそ
の板材下端縁を外壁7下端に張出したフーチング8の先
端位置となし、その下端縁に沿い排水管9を余長部分6
で覆い配置し構成されている。
FIG. 7 shows a waterproof device using the drain material 4-3 shown in FIG. 2 (c), in which the drain material 4-3 whose both surfaces are covered with the filter material 5 is attached to the entire outer wall 7. The lower edge of the plate material is set as the tip position of the footing 8 extending to the lower end of the outer wall 7, and the drainage pipe 9 is provided with the extra length portion 6 along the lower edge.
It is configured by covering with.

【0022】ドレーン材4−1は板材1の両面が連続す
るフィルター材で覆われているが、ドレーン材4−2、
4−3は余長部分6が板材1の縁部を容易に露出してい
るので、フィルター材5をそのままにして板材1を所望
の寸法に切断し施工することができ、ドレーン材4−1
に比べ、切断して用いるのに便利である。
The drain material 4-1 is covered on both sides of the plate material 1 with a continuous filter material.
In 4-3, since the extra length portion 6 easily exposes the edge portion of the plate material 1, it is possible to cut the plate material 1 to a desired size for construction while leaving the filter material 5 as it is.
It is more convenient to cut and use than.

【0023】上記の施工例は外壁7の周囲地盤を開削し
たスペースにおいてドレーン材および排水管を配置する
ものであり、この作業が終了した時点で開削スペースを
埋戻し施工は終了する。
In the above-mentioned construction example, the drain material and the drainage pipe are arranged in the space where the ground around the outer wall 7 has been excavated, and when this work is completed, the excavation space is backfilled.

【0024】この実施例では板材1は幅は1mのものを
用いたので、これ以上の深さの外壁を施工する場合は、
下方位置のドレーン材の上端縁部の上に、上方位置のド
レーン材下端縁部を重ねて合せ配置する。また、ドレー
ン材の頂部は地表面よりやや低い位置となし、下端縁部
は外壁下端と同一レベルあるいはそれ以下とする。
In this embodiment, since the plate material 1 has a width of 1 m, when constructing an outer wall having a depth larger than this,
The lower end edge of the drain material at the upper position is overlapped and arranged on the upper end edge of the drain material at the lower position. In addition, the top of the drain material is set at a position slightly lower than the ground surface, and the lower edge is at the same level as the lower edge of the outer wall or less.

【0025】板材1には地下室をドライな空間として保
持するために、表裏の排水空隙3、3間を連通させる透
孔を穿設せず、板材1の外側の排水空隙3内を地下水が
流下し、内側の排水空隙への水の浸入、滞留を防止し
た。
In order to keep the basement as a dry space, the plate material 1 does not have through holes for communicating between the front and back drainage cavities 3, 3 and the groundwater flows down inside the drainage cavity 3 outside the plate 1. However, the invasion and retention of water in the drainage space inside was prevented.

【0026】また、ドレーン材4の頂部と外壁7との間
を、例えば、防水用粘着テープ等で覆い密に固着し、ド
レーン材4と外壁7間への細い土砂の流入を防止すると
よい。
The top of the drain material 4 and the outer wall 7 may be tightly covered with, for example, a waterproof adhesive tape to prevent the inflow of fine earth and sand between the drain material 4 and the outer wall 7.

【0027】[0027]

【作用および発明の効果】この発明は以上の構成からな
る。この排水装置では、地下室外壁の周囲の地下水はド
レーン材4の外側面のフィルター材5を透過して板材外
側面の排水空隙3内を流下し、下端縁に沿い配してある
排水管9に集められ、地下室の都合良い位置にある排水
溝に誘導され、これを経由して確実に排出される。従っ
て、該排水装置は排水性能が優れ、地下室外壁への水の
浸透を防止し、ドライな地下室空間を確保することがで
きる。
FUNCTION AND EFFECT OF THE INVENTION The present invention has the above-mentioned structure. In this drainage device, the groundwater around the outer wall of the basement permeates the filter material 5 on the outer surface of the drain material 4 and flows down in the drainage void 3 on the outer surface of the plate material to the drain pipe 9 arranged along the lower edge. Collected, guided to a drain in a convenient location in the basement, via which it is reliably discharged. Therefore, the drainage device has excellent drainage performance, can prevent water from penetrating into the outer wall of the basement, and can secure a dry basement space.

【0028】板材1の下端縁に沿い排水管9がドレーン
材から連続するフィルター材5で覆われ配置してあるの
で、板材1の排水空隙を流下する水に能率よく集めら
れ、排水管および排水空隙3に土砂が浸入し流れ不良の
発生も防止できる。
Since the drain pipe 9 is arranged along the lower edge of the plate material 1 so as to be covered with the filter material 5 continuous from the drain material, the drain pipe 9 is efficiently collected by the water flowing through the drainage gap of the plate material 1, and the drain pipe and the drainage water are drained. It is also possible to prevent the occurrence of poor flow due to the infiltration of earth and sand into the void 3.

【0029】この排水装置の施工法は、排水空隙を形成
する凹凸を有する板材の少なくとも片表面にフィルター
材を仮固着して組立てられたドレーン材を施工現場に持
ち込み、地下室外壁面に添付け配置し板材の下端縁に沿
い排水管をドレーン材から連続するフィルター材で覆い
配置し施工できるので、小規模の地下室外壁周囲の狭い
開削空間においても、作業能率よく施工することができ
る。
The construction method of this drainage device is that the drain material assembled by temporarily fixing the filter material to at least one surface of the plate material having the unevenness forming the drainage gap is brought to the construction site and attached to the outer wall surface of the basement. Since the drainage pipe can be covered with the filter material that is continuous from the drain material along the lower edge of the slab material and constructed, it can be constructed efficiently even in a small open space around the outer wall of a small basement.

【0030】従って、この発明によれば、小規模な地下
室外壁の狭い開削スペースにおいても作業能率よく排水
装置を施工でき、しかも、排水装置は排水性能が優れ、
地下室外壁への水の浸透を防止することができる。
Therefore, according to the present invention, the drainage device can be constructed with good work efficiency even in a small open space having a small outer wall of the basement, and the drainage device has excellent drainage performance.
It is possible to prevent water from penetrating into the outer wall of the basement.

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

【図1】(a)、(b) 板材の平面図および断面図である。1A and 1B are a plan view and a cross-sectional view of a plate material.

【図2】(a)、(b)、(c) それぞれ板材にフィルター材を仮
固着してなるドレーン材である。
FIG. 2 (a), (b), (c) is a drain material formed by temporarily fixing a filter material to a plate material.

【図3】孔あき排水パイプの斜視図である。FIG. 3 is a perspective view of a perforated drainage pipe.

【図4】板材の両面を閉鎖断面形のフィルター材で覆っ
たドレーン材を用い施工した地下室外壁の排水装置の断
面図である。
FIG. 4 is a cross-sectional view of a drainage device for an outer wall of a basement constructed by using a drain material in which both sides of a plate material are covered with a filter material having a closed cross section.

【図5】板材の両面を閉鎖断面形のフィルター材で覆っ
たドレーン材を用い施工した地下室外壁の排水装置の断
面図である。
FIG. 5 is a cross-sectional view of a drainage device for an outer wall of a basement constructed using a drain material in which both sides of a plate material are covered with a filter material having a closed cross-section.

【図6】板材の片表面をフィルター材で覆ったドレーン
材を用い施工した地下室外壁の排水装置の断面図であ
る。
FIG. 6 is a cross-sectional view of a drainage device for an outer wall of a basement constructed using a drain material in which one surface of a plate material is covered with a filter material.

【図7】板材の両表面をフィルター材で覆ったドレーン
材を用い施工した地下室外壁の排水装置の断面図であ
る。
FIG. 7 is a cross-sectional view of a drainage device for an outer wall of a basement constructed using a drain material in which both surfaces of a plate material are covered with a filter material.

【符号の説明】[Explanation of symbols]

1……板材、2、2'……凹凸部、3……排水空隙、4…
…ドレーン材、5……フィルター材、6……余長部分、
7……地下室外壁、8……フーチング、9……孔あき排
水管、10……透孔。
1 ... Plate material, 2, 2 '... Uneven portion, 3 ... Drainage space, 4 ...
… Drain material, 5 …… Filter material, 6 …… Extra length part,
7 ... Basement outer wall, 8 ... Footing, 9 ... Perforated drainage pipe, 10 ... Through hole.

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年11月18日[Submission date] November 18, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0013[Correction target item name] 0013

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0013】[0013]

【実施例】以下、この排水装置を施工の実施例をあげ説
明する。図1はドレーン材を構成するポリプロピレンあ
るいはポリエチレンなどの合成樹脂製の板材1であり、
幅1mの長尺のもので、その両面に截頭四角錐形の凹凸
部2、2’が突出し水が自由に流れる排水空隙3が形成
されている。
EXAMPLES Examples of construction of this drainage device will be described below. FIG. 1 shows a plate material 1 made of synthetic resin such as polypropylene or polyethylene that constitutes the drain material.
It is a long one having a width of 1 m, and the concavo-convex portions 2 and 2'having a truncated quadrangular pyramid project from both sides thereof to form a drainage void 3 through which water freely flows.

【手続補正2】[Procedure Amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0020[Correction target item name] 0020

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0020】図6は図2(b)に示すドレーン材4−2
を用いた排水装置であり、外壁7の全面にフィルター材
5で覆った面を外側にしてドレーン材4−2を添付け配
置し、その板材下端縁を外壁7下端の横方向に張出した
フーチング8の先端位置となし、その下端縁に沿い排水
管9を余長部分6で覆い配置し構成されている。
FIG. 6 shows the drain member 4-2 shown in FIG. 2 (b).
Is a drainage device using the drainage device 4-2 in which the drain material 4-2 is attached to the entire surface of the outer wall 7 with the surface covered with the filter material 5 as the outside, and the bottom edge of the plate material is laterally extended to the lower end of the outer wall 7. 8 and the drainage pipe 9 is covered with the extra length portion 6 along the lower edge thereof.

【手続補正3】[Procedure 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0021[Correction target item name] 0021

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0021】図7は図2(c)に示すドレーン材4−3
を用いた排水装置であり、外壁7の全面に両表面がフィ
ルター材5で覆われたドレーン材4−3を添付け配置し
その板材下端縁を外壁7下端に張出したフーチング8の
先端位置となし、その下端縁に沿い排水管9を余長部分
6で覆い配置し構成されている。
FIG. 7 is a drain material 4-3 shown in FIG. 2 (c).
And a drain member 4-3 whose both surfaces are covered with the filter material 5 is attached to the entire surface of the outer wall 7, and the lower end edge of the plate material is extended to the lower end of the outer wall 7 and the tip position of the footing 8 None, the drainage pipe 9 is covered with the extra length portion 6 along the lower edge thereof.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 排水空隙を形成する多数の凹凸を有する
板材と、その少なくとも外側片表面を覆うフィルター材
からなるドレーン材が、地下室外壁面に前記外側片表面
を外側にして添付け配され、板材下端縁に沿って孔あき
排水管がドレーン材から連続するフィルター材で覆わ
れ、配置されてあることを特徴とする地下室外壁の排水
装置。
1. A drain material comprising a plate material having a large number of irregularities forming drainage voids and a filter material covering at least one outer surface thereof is attached to an outer wall surface of a basement with the outer one surface facing outward. A drainage device for an outer wall of a basement, wherein a drainage pipe having a hole along the lower edge of the plate material is covered with a filter material continuous from the drain material and arranged.
【請求項2】 排水空隙を形成する多数の凹凸を有する
板材と、その少なくとも外側片表面を覆い、かつ板材の
片側縁から張出す余長部分を有するフィルター材を仮固
着してドレーン材を形成し、このドレーン材を地下室外
壁面に前記外側片表面を外側にして添付け配置し、板材
下端縁に沿って孔あき排水管を前記フィルター材の余長
部分で覆い、配置することを特徴とする地下室外壁の排
水装置の施工法。
2. A drain material is formed by temporarily fixing a plate material having a large number of concavities and convexities forming drainage voids, and a filter material covering at least one outer surface of the plate material and having an extra length portion protruding from one side edge of the plate material. The drain material is attached to the outer wall surface of the basement with the outer side surface facing outward, and the drainage pipe having a hole along the lower edge of the plate material is covered with the extra length portion of the filter material and arranged. Construction method of drainage device for outer wall of basement.
JP26373494A 1994-10-27 1994-10-27 Drainage device for outer wall of basement and its construction method Pending JPH08120702A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26373494A JPH08120702A (en) 1994-10-27 1994-10-27 Drainage device for outer wall of basement and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26373494A JPH08120702A (en) 1994-10-27 1994-10-27 Drainage device for outer wall of basement and its construction method

Publications (1)

Publication Number Publication Date
JPH08120702A true JPH08120702A (en) 1996-05-14

Family

ID=17393556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26373494A Pending JPH08120702A (en) 1994-10-27 1994-10-27 Drainage device for outer wall of basement and its construction method

Country Status (1)

Country Link
JP (1) JPH08120702A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100592337B1 (en) * 2006-02-17 2006-06-28 주식회사종합기술건축사사무소도원 Drain boards for underground walls of apartment buildings and general buildings
KR100593190B1 (en) * 2006-02-16 2006-07-03 김규용 Wall drainage structure of underground building structure
JP2009209637A (en) * 2008-03-06 2009-09-17 Aoshima Architects & Engineers Inc Method of constructing buried structure
KR101632409B1 (en) * 2016-04-12 2016-06-22 (주)아쿠아 3PAC Lining panel molding method and using the same water tank
CN113089822A (en) * 2021-04-30 2021-07-09 沈阳促晋科技有限公司 Waterproof basement built by adopting precast concrete slabs

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100593190B1 (en) * 2006-02-16 2006-07-03 김규용 Wall drainage structure of underground building structure
KR100592337B1 (en) * 2006-02-17 2006-06-28 주식회사종합기술건축사사무소도원 Drain boards for underground walls of apartment buildings and general buildings
JP2009209637A (en) * 2008-03-06 2009-09-17 Aoshima Architects & Engineers Inc Method of constructing buried structure
KR101632409B1 (en) * 2016-04-12 2016-06-22 (주)아쿠아 3PAC Lining panel molding method and using the same water tank
CN113089822A (en) * 2021-04-30 2021-07-09 沈阳促晋科技有限公司 Waterproof basement built by adopting precast concrete slabs

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