JP3155166B2 - Water conduit and concrete wall structure - Google Patents

Water conduit and concrete wall structure

Info

Publication number
JP3155166B2
JP3155166B2 JP06745095A JP6745095A JP3155166B2 JP 3155166 B2 JP3155166 B2 JP 3155166B2 JP 06745095 A JP06745095 A JP 06745095A JP 6745095 A JP6745095 A JP 6745095A JP 3155166 B2 JP3155166 B2 JP 3155166B2
Authority
JP
Japan
Prior art keywords
formwork
drainage
concrete wall
water
water guide
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP06745095A
Other languages
Japanese (ja)
Other versions
JPH08260490A (en
Inventor
俊治 堀中
秀昭 岩竹
純輔 京免
真幸 坂口
陸生 渡辺
和孝 高田
智明 堀
元甫 松崎
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.)
Kubota Corp
Toda Corp
Original Assignee
Kubota Corp
Toda 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 Kubota Corp, Toda Corp filed Critical Kubota Corp
Priority to JP06745095A priority Critical patent/JP3155166B2/en
Publication of JPH08260490A publication Critical patent/JPH08260490A/en
Application granted granted Critical
Publication of JP3155166B2 publication Critical patent/JP3155166B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

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

【0001】[0001]

【産業上の利用分野】この発明は導水具およびコンクリ
ート壁構造に関し、特にたとえば上階からの排水を下階
の壁構造内を通して排出するのに用いられる、導水具お
よびコンクリート壁構造に関する。
FIELD OF THE INVENTION The present invention relates to a water guide member Contact and concrete wall structure, in particular used to discharge through the lower story wall structure drainage from the upper floor for example, the water guide member Contact <br/> preliminary Concrete Regarding wall structure.

【0002】[0002]

【従来の技術】図6に示すような二重壁工法による従来
の地下壁構造1では、ブロック壁2とコンクリート壁1
との間に形成した導水空間4内に排水パイプ5を配置
し、ブロック壁2の背面側のスラブ6に排水パイプ5を
貫通させ、地下上階7の排水を排水パイプ5を通して地
下下階8の下方に設けた図示しない湧水槽へ排出するよ
うにしていた。
2. Description of the Related Art In a conventional underground wall structure 1 according to a double wall construction method as shown in FIG.
The drainage pipe 5 is arranged in the water guide space 4 formed between the lower and upper basement floors 8 through the drainage pipe 5 and the drainage pipe 5 penetrates the slab 6 on the back side of the block wall 2. Was discharged to a spring tank (not shown) provided below.

【0003】[0003]

【発明が解決しようとする課題】従来の二重壁工法によ
るコンクリート壁構造1(図6)では、排水パイプ5を
通して地下上階の排水を確実に排出できるという利点は
あるが、ブロック壁2を形成するのが困難なため施工性
が悪く、しかも導水空間4を形成した分だけ地下室の有
効面積が狭くなるという問題点があった。
The concrete wall structure 1 (FIG. 6) according to the conventional double wall construction method has an advantage that the drainage of the upper basement floor can be surely discharged through the drain pipe 5, but the block wall 2 is not used. There is a problem that the workability is poor because it is difficult to form, and the effective area of the basement is narrowed by the amount of the water guiding space 4 formed.

【0004】一方、最近では、施工性を向上するととも
に地下室の有効面積を拡大することを目的とした打込式
型枠および打込式型枠を用いたコンクリート壁構造が提
案されている(特開平4−323002号等)。しか
し、打込式型枠を用いたコンクリート壁構造内を通して
上階の排水を排出することについては何ら提案されてい
なかった。
[0004] On the other hand, recently, a drive-in formwork and a concrete wall structure using the drive-in formwork for the purpose of improving workability and expanding the effective area of a basement have been proposed (particularly, Japanese Patent Application Laid-Open No. H10-163,037). Kaihei 4-323002, etc.). However, there has been no proposal for draining the upper floor drainage through a concrete wall structure using a driven formwork.

【0005】それゆえに、この発明の主たる目的は、打
込式型枠を用いたコンクリート壁構造内を通して上階の
排水を排出することのできる新規な導水具およびコンク
リート壁構造を提供することである。
[0005] It is another object of the present invention is to provide a novel water guide member Contact and concrete wall structure capable of discharging the waste water upper floor through hammering type formwork the concrete wall structure using is there.

【0006】[0006]

【課題を解決するための手段】第1の発明は、横方向に
連結された第1型枠(18) と第2型枠(20) とを含み、第
1型枠にコンクリート壁(16) からの排水を下方に導く
導水路(36) を縦方向に形成し、第2型枠に上階(12) か
らの排水を下方に導く導水路(54) を縦方向に形成した
打込式型枠構造に用いられる導水具(22, 90) であっ
て、第2型枠の上方に設けられかつ上階からの排水を通
パイプ(66) の下端を受ける受口(68, 92)と、受口に
連通されて第2型枠の導水路の上端に嵌め込まれる挿口
(70, 94) とを備える、導水具である。
A first aspect of the present invention is directed to
A first formwork (18) and a second formwork (20) connected to each other;
Guide drainage from concrete wall (16) downward to 1 formwork
The headrace (36) is formed in the vertical direction, and the upper form (12)
A water guide (22, 90) used in a drive-in formwork structure in which a water guideway (54) for guiding the drainage thereof is formed in a vertical direction , provided above the second formwork. Drained from the upper floor
A receptacle for receiving the lower end of the to the pipe (66) (68, 92), the spigot is fitted to the upper end of the water conduit of the second type frame in communication with the receptacle
(70, 94) .

【0007】第2の発明は、横方向に連結された第1型
枠(18) と第2型枠(20) とを含み、第1型枠にコンクリ
ート壁(16) からの排水を下方に導く導水路(36) を縦方
向に形成し、第2型枠に上階(12) からの排水を下方に
導く導水路(54) を縦方向に形成した打込式型枠構造、
第2型枠の上方に設けられかつ上階からの排水を通す
イプ(66) の下端を受ける受口(68, 92) と、受口に連通
されて第2型枠の導水路の上端に嵌め込まれる挿口(70,
94)とを含む導水具、および打込式型枠構造の背面側に
打設されたコンクリート壁(16) を備える、コンクリー
ト壁構造である。
[0007] A second invention is a first type which is connected in a lateral direction.
The first formwork includes a frame (18) and a second formwork (20).
The drainage channel (36) that leads the drainage from the heat
And drains from the upper floor (12) downward to the second formwork.
Driving formwork structure in which the guiding waterway (54) is formed in the vertical direction ,
A receiving port (68, 92) provided above the second form and receiving a lower end of the pipe ( 66) through which drainage from the upper floor is passed ; spigot to be fitted to the upper end of the water conduit (70,
94) , and a concrete wall structure provided with a concrete wall (16) cast on the back side of the driven formwork structure.

【0008】[0008]

【作用】第1型枠には、コンクリート壁からの排水を下
方に導く導水路を形成、第2型枠には、上階からの
を下方に導く導水路を形成その第2型枠の導水路
の上端導水具の挿口嵌め込。第1型枠および第2
型枠を用いてコンクリート壁を打設したコンクリート壁
構造においては、コンクリート壁からの排水第1型枠
導水路を流下して下方に設けられた湧水槽等へ排出さ
れる。また、上階からの排水が導水具を通して下階の第
2型枠の導水路に導かれ、その第2型枠の導水路を流下
して下方に設けられた湧水槽等へ排出される。
In the first form, a water conduit for guiding the drainage from the concrete wall downward is formed, and in the second form, the drainage from the upper floor is formed.
Water headrace is formed to lead downward, write-free fit the spigot of the water guide member to the upper end of the water conduit of the second type frame. First formwork and second formwork
In a concrete wall structure in which a concrete wall is cast using a formwork, drainage from the concrete wall is caused by the first formwork.
And drained to a spring tank provided below. In addition, drainage from the upper floor is guided to the water conduit of the second formwork on the lower floor through the water guide , and is discharged down the waterway of the second formwork to a spring tank provided below.

【0009】[0009]

【発明の効果】第1,第2および第3の発明によれば、
上階の排水を打込式型枠の導水路を通して打込式型枠の
下方へ排出できる。また、打込式型枠を用いるので、施
工性を向上でき、しかも地下室の有効面積を広く確保で
きる。
According to the first, second and third inventions,
Drainage on the upper floor can be discharged to the lower part of the driven formwork through the water channel of the driven formwork. In addition, since the drive-in form is used, the workability can be improved, and the effective area of the basement can be widened.

【0010】この発明の上述の目的,その他の目的,特
徴および利点は、図面を参照して行う以下の実施例の詳
細な説明から一層明らかとなろう。
The above objects, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

【0011】[0011]

【実施例】図1および図2に示すこの実施例のコンクリ
ート壁構造10は、地下上階12(図2)からの排水を
地下下階14の下方に設けられた図示しない湧水槽へ排
出する機能を有するものであり、コンクリート壁16と
一体化された第1の打込式型枠(以下、「第1型枠」と
いう)18および第2の打込式型枠(以下、「第2型
枠」という)20ならびに第2型枠20に上階12から
の排水を導く導水具22等を含む。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete wall structure 10 of this embodiment shown in FIGS. 1 and 2 discharges drainage from an upper basement floor 12 (FIG. 2) to a spring tank (not shown) provided below a lower basement floor 14. It has a function, and a first driving formwork (hereinafter, referred to as “first formwork”) 18 and a second driving formwork (hereinafter, “second formwork”) integrated with the concrete wall 16. 20) and a water guide 22 for guiding drainage from the upper floor 12 to the second mold 20.

【0012】第1型枠18は、互いに平行に配置された
第1パネル24および第2パネル26を含む。第1パネ
ル24と第2パネル26とは縦方向へ延びる複数のリブ
28によって連結され、第1パネル24,第2パネル2
6およびリブ28によって形成された空間が横方向に連
続して断熱層30となる。そして、第1パネル24のコ
ンクリート壁16側の主面には、縦方向へ延びる複数の
中空ブロック32が所定間隔毎に形成され、各ブロック
32のコンクリート壁16側主面には、不織布等のよう
な透水層34が固着される。第1パネル24,ブロック
32および透水層34によって囲まれた空間が導水路3
6となる。そして、第1型枠18の幅方向の一端および
他端には、互いに嵌合し得る形状を有する嵌合凸部38
および嵌合凹部40が縦方向へ延びて形成される。
The first formwork 18 includes a first panel 24 and a second panel 26 arranged in parallel with each other. The first panel 24 and the second panel 26 are connected by a plurality of ribs 28 extending in the vertical direction, and the first panel 24 and the second panel 2
The space formed by the ribs 6 and the ribs 28 becomes the heat insulating layer 30 continuously in the horizontal direction. A plurality of vertically extending hollow blocks 32 are formed at predetermined intervals on the main surface of the first panel 24 on the concrete wall 16 side, and a nonwoven fabric or the like is formed on the concrete wall 16 side main surface of each block 32 at a predetermined interval. Such a permeable layer 34 is fixed. The space surrounded by the first panel 24, the block 32 and the permeable layer 34 is
It becomes 6. One end and the other end in the width direction of the first formwork 18 have fitting projections 38 having shapes that can be fitted to each other.
And a fitting recess 40 is formed extending in the vertical direction.

【0013】第2型枠20は、図3からよくわかるよう
に、互いに平行に配置された第1パネル42,第2パネ
ル44および中央部が外方へ突出した第3パネル46を
含む。第1パネル42と第2パネル44とは、縦方向へ
延びる複数のリブ48によって連結され、第1パネル4
2,第2パネル44およびリブ48によって形成された
空気層が横方向に連続して断熱層50となる。また、第
2パネル44と第3パネル46とは縦方向へ延びる複数
のリブ52によって連結され、第2パネル44,第3パ
ネル46の中央部およびリブ52によって形成された空
間が導水路54となる。ここで、導水路54の断面積
は、上階12からの排水を十分に排出し得る程度の大き
さに設定される。そして、第3パネル46の外方へ突出
した部分の幅方向端縁には、コンクリート壁16と係合
される係合片55が縦方向へ延びて形成され、さらに、
第2型枠20の幅方向一端および他端には、第1パネル
18の嵌合凸部38と嵌まり合う嵌合凹部56および第
1型枠18の嵌合凹部40と嵌まり合う嵌合凸部58が
形成される。
As can be clearly seen from FIG. 3, the second formwork 20 includes a first panel 42, a second panel 44 arranged in parallel with each other, and a third panel 46 whose central portion projects outward. The first panel 42 and the second panel 44 are connected by a plurality of ribs 48 extending in the vertical direction, and the first panel 4
2, the air layer formed by the second panel 44 and the rib 48 becomes the heat insulating layer 50 continuously in the horizontal direction. Further, the second panel 44 and the third panel 46 are connected by a plurality of ribs 52 extending in the vertical direction, and the space formed by the central portions of the second panel 44 and the third panel 46 and the ribs 52 serves as a water passage 54. Become. Here, the cross-sectional area of the headrace 54 is set to such a size that the drainage from the upper floor 12 can be sufficiently discharged. An engaging piece 55 that engages with the concrete wall 16 is formed at the widthwise edge of the portion of the third panel 46 that protrudes outward and extends in the vertical direction.
At one end and the other end of the second form 20 in the width direction, a fitting recess 56 that fits with the fitting projection 38 of the first panel 18 and a fitting that fits with the fitting recess 40 of the first form 18. The projection 58 is formed.

【0014】導水具22の上端には、上階12の排水を
導く排水パイプ66の下端を受ける受口が入口68とし
形成され、導水具22の下端には、各々が第2型枠2
における導水路54の上端に嵌め込まれる2つの挿口
が出口70として形成され、出口70の上部外側面に
は、第2型枠20の断熱層50上端を封止するための略
L状の封止部72が形成される。
At the upper end of the water guide 22, a receiving port for receiving a lower end of a drain pipe 66 for guiding drainage of the upper floor 12 is formed as an inlet 68.
Formed Te, the lower end of the water guide member 22, each second-type frame 2
Two insertion holes fitted at the upper end of the headrace 54 at 0
Is formed as an outlet 70, and a substantially L-shaped sealing portion 72 for sealing the upper end of the heat insulating layer 50 of the second mold 20 is formed on the upper outer surface of the outlet 70.

【0015】壁構造10の施工時には、まず、下階14
(図1)のスラブ60に排水桝62,排水パイプ66お
よび段差74等を設ける。そして、スラブ60の上面に
図示しないスペーサを介して第1型枠18および第2型
枠20を組み立て、これらを図示しない端太材等を用い
て固定する。このとき、第2型枠20の導水路54(図
3)上端に導水具22の出口70を嵌め込み、排水パイ
プ66の下端を導水具22の入口68に接続し、さら
に、排水パイプ66の上端を上階12のスラブ60に形
成された排水桝62の排水口64に接続する。また、第
1型枠18および第2型枠20の上端には、コンクリー
トの流入を防止するための図示しないキャップを装着す
る。
When constructing the wall structure 10, first, the lower floor 14
A slab 60 (FIG. 1) is provided with a drainage basin 62, a drainage pipe 66, a step 74 and the like. Then, the first mold frame 18 and the second mold frame 20 are assembled on the upper surface of the slab 60 via a spacer (not shown), and these are fixed using a thick end member (not shown) or the like. At this time, the outlet 70 of the water guide 22 is fitted into the upper end of the water guide channel 54 (FIG. 3) of the second formwork 20, the lower end of the drainage pipe 66 is connected to the inlet 68 of the water guide 22, and the upper end of the drainage pipe 66 Is connected to a drainage port 64 of a drainage basin 62 formed in the slab 60 of the upper floor 12. In addition, caps (not shown) for preventing inflow of concrete are attached to the upper ends of the first formwork 18 and the second formwork 20.

【0016】そして、第1型枠18および第2型枠20
等によって規定された型内にコンクリート壁16を打設
する。すると、コンクリートのセメントペーストが第1
型枠18の透水層34に含浸されることによってコンク
リート壁16と第1型枠18とが接合され、また、係合
片55がコンクリート壁16内に埋設されることによっ
てコンクリート壁16と第2型枠20とが接合される。
コンクリート壁16の硬化前には、コンクリートの余剰
水が第1型枠18の透水層34を通して導水路36内へ
流入し、第1型枠18の下方へ排出される。
Then, the first formwork 18 and the second formwork 20
The concrete wall 16 is cast into a mold defined by the above. Then, the concrete cement paste becomes the first
The concrete wall 16 and the first formwork 18 are joined by being impregnated into the water permeable layer 34 of the formwork 18, and the engagement pieces 55 are embedded in the concrete wall 16 so that the concrete wall 16 and the second formwork 18 are embedded. The mold 20 is joined.
Before the concrete wall 16 is hardened, the excess water of the concrete flows into the water conduit 36 through the permeable layer 34 of the first form 18 and is discharged below the first form 18.

【0017】コンクリート壁16が硬化すると、図示し
ない端太材およびスペーサ等を取り外し、第1型枠18
の前面下部にブチルテープ等のような図示しない止水性
接合材を用いて断面略L状の封止部材76を固着して第
1型枠18の下方に導水空間78を形成する。そして、
段差74と封止部材76との間に形成された溝80に防
水モルタル等のような止水材82を充填する。ただし、
排水桝62を形成した個所には、封止部材76を設けた
り止水材82を充填する必要はない(図1)。そして、
排水桝62の上部開口および封止部材76の欠落した部
分に蓋84および86を装着する。
When the concrete wall 16 has hardened, the thick ends and the spacers (not shown) are removed, and the first formwork 18 is removed.
A sealing member 76 having a substantially L-shaped cross section is fixed to the lower part of the front surface of the lower part using a non-illustrated waterproof material such as butyl tape or the like to form a water guide space 78 below the first mold 18. And
A groove 80 formed between the step 74 and the sealing member 76 is filled with a waterproof material 82 such as a waterproof mortar. However,
There is no need to provide a sealing member 76 or fill the waterproof material 82 at the location where the drainage basin 62 is formed (FIG. 1). And
Lids 84 and 86 are attached to the upper opening of the drainage basin 62 and the missing portion of the sealing member 76.

【0018】この壁構造10において、コンクリート壁
16に生じたクラック88等を通してコンクリート壁1
6の表面に水が漏出すると、その水が先の余剰水と同様
にして導水路36等を通して第1型枠18の下方に排出
され、また、上階12の排水が排水桝62,排水パイプ
66,導水具22および第2型枠20の導水路54を通
して第2型枠20の下方へ排出され、各々が導水空間7
8,排水桝62および排水パイプ66等を通して図示し
ない湧水槽へ排出される。
In the wall structure 10, the concrete wall 1 passes through cracks 88 and the like generated in the concrete wall 16.
When the water leaks to the surface of the upper mold 6, the water is discharged to the lower part of the first formwork 18 through the water conduit 36 and the like in the same manner as the surplus water, and the drainage of the upper floor 12 is drained by the drainage basin 62 and the drainage pipe. 66, the water guide 22 and the water channel 54 of the second form 20 are discharged to below the second form 20, and each is discharged to the water space 7
8. The water is discharged to a spring tank (not shown) through a drainage basin 62 and a drainage pipe 66.

【0019】この実施例によれば、上階12の排水を下
階14の壁構造10内を通して排出できるので、排水路
を別途形成する必要がない。したがって、施工性を向上
できる
According to this embodiment, since the drainage of the upper floor 12 can be discharged through the wall structure 10 of the lower floor 14, there is no need to separately form a drainage channel. Therefore, workability can be improved .

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

【図1】この発明の一実施例を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】図1実施例の主要部を示す図解図である。FIG. 2 is an illustrative view showing a main part of the embodiment in FIG. 1;

【図3】導水具および排水パイプの取り付け方法を示す
斜視図である。
FIG. 3 is a perspective view showing a method of attaching a water guide and a drain pipe.

【図4】従来技術を示す図解図である。 FIG. 4 is an illustrative view showing a conventional technique;

【符号の説明】[Explanation of symbols]

10 …コンクリート壁構造 12 …上階 14 …下階 16 …コンクリート壁 18 …第1型枠 20 …第2型枠 2 …導水具 36,54 …導水路 60 …スラブ 62 …排水桝 66 …排水パイプ 76 …封止部材10 ... concrete wall structure 12 ... upper floor 14 ... lower level 16 ... concrete wall 18 ... first type frame 20 ... second-type frame 2 2 ... water guide member 36, 54 ... water conduit 60 ... slab 62 ... catch basin 66 ... drainage Pipe 76 ... sealing member

フロントページの続き (72)発明者 堀中 俊治 大阪市天王寺区四天王寺1丁目5番43号 村本建設株式会社 大阪本社内 (72)発明者 岩竹 秀昭 大阪市天王寺区四天王寺1丁目5番43号 村本建設株式会社 大阪本社内 (72)発明者 京免 純輔 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (72)発明者 坂口 真幸 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (72)発明者 渡辺 陸生 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (72)発明者 高田 和孝 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (72)発明者 堀 智明 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (72)発明者 松崎 元甫 大阪府堺市石津北町64番地 株式会社ク ボタ ビニルパイプ工場内 (56)参考文献 特開 平6−26064(JP,A) 特開 平8−4035(JP,A) 実開 平7−15840(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 29/00 E04B 2/86 Continued on the front page (72) Inventor Shunji Horinaka 1-5-43 Shitennoji, Tennoji-ku, Osaka Muramoto Construction Co., Ltd. Osaka Head Office (72) Inventor Hideaki Iwatake 1-5-43 Shitennoji, Tennoji-ku, Osaka No.Muramoto Construction Co., Ltd.Osaka Head Office (72) Inventor Junsuke Kyomen 64 Ishizukitamachi, Sakai City, Osaka Inside Kubota Vinyl Pipe Factory (72) Inventor Masayuki Sakaguchi 64 Ishizukitamachi, Sakai City, Osaka Stock Kubota Vinyl Pipe Factory (72) Inventor Rikuo Watanabe 64, Ishizukita-cho, Sakai City, Osaka Prefecture Inside Kubota Vinyl Pipe Factory (72) Kazutaka Takada 64, Ishizukitacho, Sakai City, Osaka Prefecture Kubota Vinyl Co., Ltd. Inside the pipe plant (72) Inventor Tomoaki Hori 64 Ishizukita-cho, Sakai City, Osaka Prefecture Inside Kubota Vinyl Pipe Factory (72) Inventor Motoho 64, Ishizukita-cho Sakai City, Osaka Prefecture Inside Kubota Vinyl Pipe Plant (56) References JP-A-6-260 64 (JP, A) JP-A-8-4035 (JP, A) JP-A-7-15840 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 29/00 E04B 2 / 86

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】横方向に連結された第1型枠(18) と第2
型枠(20) とを含み、前記第1型枠にコンクリート壁(1
6) からの排水を下方に導く導水路(36) を縦方向に形成
し、前記第2型枠に上階(12) からの排水を下方に導く
導水路(54) を縦方向に形成した打込式型枠構造に用い
られる導水具(22, 90) であって、前記第2型枠の上方に設けられかつ前記上階からの排水
を通す パイプ(66) の下端を受ける受口(68, 92) と、前
記受口に連通されて前記第2型枠の導水路の上端に嵌め
込まれる挿口(70, 94) とを備える、導水具。
A first formwork (18) and a second formwork (20) connected in a lateral direction.
And a concrete wall (1).
6) A drainage channel (36) that leads the drainage from
And guides the drainage from the upper floor (12) downward to the second formwork.
A water guide (22, 90) for use in a drive-in formwork structure in which a water guideway (54) is formed in a vertical direction, the water guide being provided above the second form and draining water from the upper floor.
A receiving port (68, 92) for receiving a lower end of a pipe (66) through which the pipe passes , and an insertion port (70, 94) that is connected to the receiving port and is fitted into an upper end of the headrace of the second form . Water guide.
【請求項2】前記第2型枠の導水路は複数形成され、そ
れぞれの導水路に対応して複数の前記挿口を形成した
請求項1記載の導水具。
2. A plurality of headraces of the second formwork are formed.
A plurality of the openings were formed corresponding to the respective headraces ,
The water guide according to claim 1.
【請求項3】横方向に連結された第1型枠(18) と第2
型枠(20) とを含み、前記第1型枠にコンクリート壁(1
6) からの排水を下方に導く導水路(36) を縦方向に形成
し、前記第2型枠に上階(12) からの排水を下方に導く
導水路(54) を縦方向に形成した打込式型枠構造、前記第2型枠の上方に設けられかつ前記上階からの排水
を通す パイプ(66) の下端を受ける受口(68, 92) と、前
記受口に連通されて前記第2型枠の導水路の上端に嵌め
込まれる挿口(70, 94)とを含む導水具、および前記打込
式型枠構造の背面側に打設されたコンクリート壁(16)
を備える、コンクリート壁構造。
3. A first formwork (18) and a second formwork (18) connected laterally.
And a concrete wall (1).
6) A drainage channel (36) that leads the drainage from
And guides the drainage from the upper floor (12) downward to the second formwork.
Driving formwork structure in which a water conduit (54) is formed in the vertical direction , provided above the second formwork and drained from the upper floor
Receptacle for receiving the lower end of the pipe (66) through which a (68, 92), water guide including a spigot (70, 94) which are fitted in communication with the socket on the upper end of the water conduit of the second type frame Fixtures, and a concrete wall (16) cast on the back side of the driven formwork structure
A concrete wall structure.
JP06745095A 1995-03-27 1995-03-27 Water conduit and concrete wall structure Expired - Fee Related JP3155166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06745095A JP3155166B2 (en) 1995-03-27 1995-03-27 Water conduit and concrete wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06745095A JP3155166B2 (en) 1995-03-27 1995-03-27 Water conduit and concrete wall structure

Publications (2)

Publication Number Publication Date
JPH08260490A JPH08260490A (en) 1996-10-08
JP3155166B2 true JP3155166B2 (en) 2001-04-09

Family

ID=13345282

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06745095A Expired - Fee Related JP3155166B2 (en) 1995-03-27 1995-03-27 Water conduit and concrete wall structure

Country Status (1)

Country Link
JP (1) JP3155166B2 (en)

Also Published As

Publication number Publication date
JPH08260490A (en) 1996-10-08

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