JP2987382B2 - Basement spring water treatment method - Google Patents
Basement spring water treatment methodInfo
- Publication number
- JP2987382B2 JP2987382B2 JP2318018A JP31801890A JP2987382B2 JP 2987382 B2 JP2987382 B2 JP 2987382B2 JP 2318018 A JP2318018 A JP 2318018A JP 31801890 A JP31801890 A JP 31801890A JP 2987382 B2 JP2987382 B2 JP 2987382B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- water
- spring
- formwork
- basement
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 43
- 238000000034 method Methods 0.000 title claims description 11
- 239000004567 concrete Substances 0.000 claims description 18
- 238000009415 formwork Methods 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 description 5
- 238000007796 conventional method Methods 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は地下室の湧水処理工法に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for treating spring water in a basement.
(従来の技術) 従来の地下室の湧水処理工法としては、第12図に示す
ように、山留壁(a)の内側に鉄筋コンクリートで外壁
(b)を構築したのち、室内側にコンクリートブロツク
等によって内側壁体(c)を構築し、外壁(b)を通し
て侵入してきた湧水を内側壁体(c)で集め、導水管
(d)等を介してスラブ(e)に設けたピツト(f)に
集水して処理する二重壁工法が採用されていた。(Conventional technology) As a conventional method for treating spring water in a basement, as shown in Fig. 12, an outer wall (b) is constructed of reinforced concrete inside a retaining wall (a), and then a concrete block or the like is formed on the indoor side. The inner wall body (c) is constructed by this, and the spring water that has penetrated through the outer wall (b) is collected by the inner wall body (c), and the pit (f) provided on the slab (e) via the water pipe (d) or the like. The double wall method of collecting and treating water was adopted.
図中(g)は床スラブである。 (G) in the figure is a floor slab.
また2重壁を構築することなく、第13図に示すように
透水性コンクリートまたはその他の多孔質材料(h)と
普通コンクリート(i)とを一体化したPC板を型枠とし
て使用し、同PC板と山留壁(a)との間にコンクリート
を打設して地下外壁(b)を構築し、山留壁(a)と前
記PC板との中間に湧水処理層を設ける工法が採用されて
いた。In addition, without forming a double wall, as shown in FIG. 13, a PC board in which permeable concrete or other porous material (h) and ordinary concrete (i) were integrated was used as a formwork. A method of constructing an underground outer wall (b) by placing concrete between a PC board and a retaining wall (a) and providing a spring treatment layer between the retaining wall (a) and the PC board is known. Was adopted.
(発明が解決しようとする課題) しかしながら前者の工法においては、壁を2重に作る
手間に加えて、既設の柱、壁梁等で区画された中空部内
に壁体を構築するため、作業効率が悪く、また同壁体用
の差し筋の配筋等、余分な手間を必要とする等の問題点
があった。(Problems to be Solved by the Invention) However, in the former method, in addition to the trouble of forming a double wall, a wall is constructed in a hollow section defined by existing columns, wall beams, and the like, so that work efficiency is increased. However, there is a problem that extra work is required, such as poor arrangement of the reinforcing bars for the wall.
後者の透水性コンクリートまたはその他の多孔質材料
と普通コンクリートを一体化したPC板を用いる工法で
は、PC板の重量が大きく、施工設備や手間がかかるとい
う問題点があった。In the latter method using a PC board in which permeable concrete or other porous material and ordinary concrete are integrated, there is a problem that the PC board is large in weight, which requires construction equipment and labor.
本発明は前記従来技術の有する問題点に鑑みて提案さ
れたもので、その目的とする処は、従来工法に比して大
幅に省力化され、確実な湧水処理効果が発揮される地下
室の湧水処理工法を提供する点にある。The present invention has been proposed in view of the problems of the prior art described above, and the object thereof is to reduce the labor significantly compared to the conventional method, and to provide a basement in which a reliable spring water treatment effect is exhibited. The point is to provide a spring water treatment method.
(課題を解決するための手段) 前記の目的を達成するため、本発明に係る地下室の湧
水処理工法によれば、内側面より外側方に指向して形成
された多数の凹入部間に多数の突起部を有する、不透水
性板材より構成された湧水処理部材における前記各内側
突起部間に板材を配設して上下左右に連続する導水部を
形成する地下外壁用打込型枠を形成し、同打込型枠を山
留壁の内側に対設して、前記突起部内にも充填されるよ
うに同山留壁と打込型枠との間に外壁コンクリートを打
設するものである。(Means for Solving the Problems) In order to achieve the above-mentioned object, according to the spring water treatment method for a basement according to the present invention, a large number of recesses are formed between a large number of recesses formed so as to be directed outward from the inner side surface. In the spring treatment member comprising a water-impermeable plate material having a projection portion, a plate material is arranged between the respective inner projection portions to form a continuous water guide portion vertically and horizontally and a driving form for an underground outer wall is formed. Forming, placing the driving formwork inside the retaining wall, and casting concrete on the outer wall between the retaining wall and the driving formwork so as to be filled in the protrusions. It is.
(作用) 本発明によれば前記したように、山留壁の内側に対設
されるコンクリート地下外壁用打込型枠が、不透水性材
板材より構成された湧水処理部材における突起部間に板
材を配設して構成されているので、地下外壁コンクリー
トの浸透水が前記不透水性湧水処理材によって止水され
る。(Operation) According to the present invention, as described above, the driving formwork for the concrete underground outer wall opposed to the inner side of the retaining wall is provided between the projections of the spring treatment member formed of the water-impermeable material plate. The infiltration water of the underground outer wall concrete is stopped by the impervious spring water treatment material.
また前記湧水処理部材の接合部、セパレータの貫通部
等から室内側への浸透水は、前記打込型枠における湧水
処理部材の突起部と板材との間に形成された中間部を介
して下方に導かれ、室内への漏水は遮断される。Further, permeated water from the joint of the spring treatment member, the penetration of the separator, etc. to the indoor side passes through an intermediate portion formed between the projection of the spring treatment member and the plate in the driving formwork. And the water leaks into the room.
(実施例) 以下本発明を図示の実施例について説明する。(Example) Hereinafter, the present invention will be described with reference to an illustrated example.
(A)は地下外壁用打込型枠で、不透水性板材の内側
面より外側方に指向して多数の凹入部(1)を形成し、
同各凹入部(1)間に多数の突起部(2)を形成してな
る湧水処理部材(3)における前記内側突起部(2)間
にPC板(4)を取付けて構成されている。(A) is a driving form for an underground outer wall, which forms a number of recesses (1) directed outward from the inner surface of the water-impermeable plate;
The spring treatment member (3) having a large number of protrusions (2) formed between the respective recesses (1) has a PC plate (4) attached between the inner protrusions (2). .
なお前記湧水処理部材(3)としては、例えば本出願
人の提案に係る特願平2−59709号に所載の湧水処理部
材が使用されるとよい。As the spring treatment member (3), for example, a spring treatment member described in Japanese Patent Application No. 2-59709 proposed by the present applicant may be used.
而して耐圧スラブ上に前記打込型枠(A)の敷ブロツ
クとして導水部材を敷込む。Then, a water-guiding member is laid on the pressure-resistant slab as a block of the driving formwork (A).
なお同導水部材の導水孔には床用導水部が連結されて
いる。In addition, a floor water guide is connected to the water guide hole of the water guide member.
次いで同導水部材上に前記打込型枠(A)を山留壁
(B)と対向して建込み、同打込型枠(A)を内型枠と
して前記山留壁(B)との間にコンクリートを打設して
外壁(C)を構築する。Next, the driving form (A) is installed on the water guide member so as to face the retaining wall (B), and the driving form (A) is used as an inner form and is connected to the retaining wall (B). An outer wall (C) is constructed by casting concrete in between.
図示の実施例は前記したように構成されているので、
地下外壁(C)コンクリートの浸透水は前記不透水性の
湧水処理部材(3)によって止水される。Since the illustrated embodiment is configured as described above,
The permeated water of the underground outer wall (C) concrete is stopped by the impervious spring water treatment member (3).
また湧水が前記湧水処理部材(3)の接合部、または
セパレータの貫通部から室内側に浸透した場合は、前記
湧水処理部材(3)の突起部(2)とPC板(4)との間
に形成された中空部によって下方の導水部材(d)に案
内され、スラブに設けられた床用導水部(f)に排水さ
れて室内への漏水が防止される。(第5図参照) また前記突起部(2)にはコンクリートが充填される
ため、室内側PC板のアンカーが堅固に固定される。When the spring water permeates into the room from the joint of the spring treatment member (3) or the penetration portion of the separator, the projection (2) of the spring treatment member (3) and the PC board (4) Is guided to the lower water guiding member (d) by the hollow part formed between the slab and the water is drained to the floor water guiding part (f) provided in the slab, thereby preventing water leakage into the room. (Refer to FIG. 5.) Further, since the protrusions (2) are filled with concrete, the anchors of the indoor side PC board are firmly fixed.
第3図は前記打込型枠(A)の他の実施例を示し、湧
水処理部材(3)における突起部(2)に設けた係止孔
(5)に、PC板(4)にアンカーされた係止突子(6)
を係着して構成されている。FIG. 3 shows another embodiment of the driving formwork (A), in which a locking hole (5) provided in a projection (2) of a spring treatment member (3) and a PC board (4). Anchor locking projection (6)
Is configured.
第4図は前記打込型枠(A)の更に他の実施例を示
し、前記湧水処理部材(3)の突起部(2)より突設し
た係止突子(7)を、PC板(4)の係止凹部(8)に係
着して構成されている。FIG. 4 shows still another embodiment of the driving formwork (A), in which a locking projection (7) projecting from a projection (2) of the spring treatment member (3) is connected to a PC board. It is configured to engage with the locking recess (8) of (4).
第6図は本発明の他の実施例を示し、耐圧スラブ
(9)上に、前記導水部と接続する導水部材(10)を有
する隅部導水部材(11)(第7図参照)を敷設し、外壁
コンクリート(12)を打設したのち、同導水部材(11)
に接続して耐圧スラブ(9)上に床湧水部材(13)(第
8図参照)を構築するものである。(第6図参照) 図中(14)は床スラブである。FIG. 6 shows another embodiment of the present invention, in which a corner-portion water-guiding member (11) having a water-guiding member (10) connected to the water-guiding unit is laid on the pressure-resistant slab (9) (see FIG. 7). And after casting the outer wall concrete (12), the water guide member (11)
And a floor spring member (13) (see FIG. 8) is constructed on the pressure slab (9). (See FIG. 6) (14) in the figure is a floor slab.
第9図は第1図の部分詳細図でpはセパレータ、qは
止水パッキング、rは水切り部材である。FIG. 9 is a partially detailed view of FIG. 1, where p is a separator, q is a waterproof packing, and r is a drainer.
第10図及び第11図は本発明には含まれない参考例を示
し、山留壁12に湧水処理部材3を貼着しておき、内側型
枠を建込み、外壁コンクリートを打設する。FIGS. 10 and 11 show a reference example not included in the present invention, in which the spring treatment member 3 is attached to the retaining wall 12, the inner form is built, and the outer wall concrete is cast. .
なお第11図中sはホールアンカー、その他前記実施例
と均等部分には同一符号が符されている。In FIG. 11, s is a hole anchor, and other parts equivalent to those in the above embodiment are denoted by the same reference numerals.
本参考例によれば湧水量が多い場合に適用され、内側
型枠は打込型枠、転用型枠のいずれも使用可能となる。According to this embodiment, the present invention is applied to a case where the amount of spring water is large, and the inner form can be used with either a driving form or a diversion form.
(発明の効果) 本発明によれば前記したように、全体が不透水性板材
より構成され、内側面より外側方に指向して形成された
多数の凹入部間に、多数の内側突起部が設けられた湧水
処理部材における同内側突起部間に亘って板材を配設し
て地下外壁用打込型枠を構成し、同打込型枠を内型枠と
して山留壁との間にコンクリートを打設して地下外壁を
構築したので、同地下外壁コンクリートの浸透水は不透
水性の前記湧水処理部材で止水される。(Effects of the Invention) According to the present invention, as described above, the entirety is made of a water-impermeable plate material, and a large number of inner projections are formed between a large number of recesses formed so as to face outward from the inner side surface. A plate material is disposed between the same inner protrusions in the provided spring water treatment member to form a driving form for an underground outer wall, and the driving form is used as an inner form and between the retaining wall and the pier. Since the underground outer wall was constructed by casting concrete, the permeated water of the underground outer wall concrete is stopped by the impervious spring treatment member.
また湧水が同湧水処理部材の接合部、またはセパレー
タの貫通部から室内側に浸透した場合、前記打込型枠に
おける湧水処理部材の突起部と板材との間に形成された
中空部より下方に導かれ、室内への漏水が遮断される。Further, when the spring water permeates into the room from the joint of the spring treatment member or the penetration portion of the separator, the hollow portion formed between the projection of the spring treatment member and the plate in the driving formwork. It is guided further downward, and leakage into the room is shut off.
また本発明によれば、従来外壁とは別に設けられてい
た湧水の止水用2重壁を構築する必要がなく、大幅な工
数の低減ができる。Further, according to the present invention, it is not necessary to construct a double wall for stopping water of a spring, which is conventionally provided separately from the outer wall, so that the number of steps can be significantly reduced.
請求項2の発明は前記壁用打込型枠の導水部と接続す
る隅部導水部材を耐圧スラブ上に敷設したのち、前記型
枠を配設し、外壁コンクリートを打設したのち前記隅部
導水部材に接続して耐圧スラブ上に床湧水処理部材を配
設して床スラブを構築することによって、地下室隅部の
湧水を処理するものである。The invention according to claim 2 is characterized in that, after laying a corner water guide member connected to the water guide portion of the wall driving formwork on the pressure-resistant slab, arranging the formwork, casting the outer wall concrete, and forming the corner portion. A floor spring slab is provided on a pressure-resistant slab connected to a water guiding member to construct a floor slab, thereby treating spring water in a corner of a basement.
第1図は本発明に係る地下室の湧水処理工法の一実施例
の実施状況を示す縦断面図、第2図はその一部を欠截し
て示した斜視図、第3図は地下外壁用打込型枠の他の実
施例を分解して示した縦断面図、第4図は同打込型枠の
更に他の実施例を示す縦断側面図、第5図は本発明を地
下室隅部に適用した場合を示す縦断面図、第6図は本発
明の他の実施例の実施状況を示す縦断面図、第7図及び
第8図は夫々隅部導水部材並に床湧水処理部材の斜視
図、第9図は第1図の部分詳細図、第10図は本発明には
含まれない参考例の実施状況を示す縦断面図、第11図は
第10図の部分Aの拡大図、第12図及び第13図は夫々従来
工法の実施状況を示す縦断面図である。 (A)……地下外壁用打込型枠、(B)……山留壁、 (C)……地下外壁、(1)……凹入部、 (2)……突起部、(3)……湧水処理部材、 (4)……PC板。FIG. 1 is a longitudinal sectional view showing an embodiment of an embodiment of a spring water treatment method for a basement according to the present invention, FIG. 2 is a perspective view with a part thereof cut away, and FIG. FIG. 4 is an exploded vertical sectional view showing another embodiment of the driving formwork, FIG. 4 is a vertical side view showing still another embodiment of the driving formwork, and FIG. 6 is a longitudinal sectional view showing an embodiment of another embodiment of the present invention, and FIGS. 7 and 8 are floor spring water treatment as well as corner water guide members, respectively. 9 is a partial detailed view of FIG. 1, FIG. 10 is a longitudinal sectional view showing the embodiment of the reference example not included in the present invention, and FIG. 11 is a part A of FIG. Enlarged views, FIG. 12 and FIG. 13 are longitudinal sectional views respectively showing the state of implementation of the conventional method. (A)… Punching formwork for underground outer wall, (B)… Retaining wall, (C)… Underground outer wall, (1)… Recessed part, (2)… Protrusion part, (3)… … Spring water treatment members (4)… PC boards.
Claims (2)
数の凹入部間に多数の突起部を有する、不透水性板材よ
り構成された湧水処理部材における前記各内側突起部間
に板材を配設して上下左右に連続する導水部を形成する
地下外壁用打込型枠を形成し、同打込型枠を山留壁の内
側に対設して、前記突起部内にも充填されるように同山
留壁と打込型枠との間に外壁コンクリートを打設するこ
とを特徴とする地下室の湧水処理工法。1. A spring treatment member comprising a water-impermeable plate member having a number of protrusions between a number of recesses formed outwardly from an inner surface and between the respective inner protrusions. Forming a plate material to form a driving form for the underground outer wall that forms a continuous water guide section up, down, left and right, facing the driving form to the inside of the retaining wall, and filling the protrusions A method for treating spring water in a basement, comprising placing concrete on the outer wall between the retaining wall and the formwork.
導水部材を耐圧スラブ上に敷設したのち、前記型枠を配
設し、外壁コンクリートを打設したのち前記隅部導水部
材に接続して耐圧スラブ上に床湧水処理部材を配設して
床スラブを構築する請求項(1)記載の地下室の湧水処
理工法。2. A corner water guide member connected to a water guide portion of the wall driving formwork is laid on a pressure-resistant slab, and then the formwork is arranged. The method according to claim 1, wherein the floor slab is constructed by disposing a floor spring treatment member on the pressure-resistant slab by connecting to the member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2318018A JP2987382B2 (en) | 1990-11-26 | 1990-11-26 | Basement spring water treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2318018A JP2987382B2 (en) | 1990-11-26 | 1990-11-26 | Basement spring water treatment method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04189923A JPH04189923A (en) | 1992-07-08 |
| JP2987382B2 true JP2987382B2 (en) | 1999-12-06 |
Family
ID=18094577
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2318018A Expired - Fee Related JP2987382B2 (en) | 1990-11-26 | 1990-11-26 | Basement spring water treatment method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2987382B2 (en) |
-
1990
- 1990-11-26 JP JP2318018A patent/JP2987382B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04189923A (en) | 1992-07-08 |
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