JPH0657939U - Basement structure with dry area - Google Patents
Basement structure with dry areaInfo
- Publication number
- JPH0657939U JPH0657939U JP107993U JP107993U JPH0657939U JP H0657939 U JPH0657939 U JP H0657939U JP 107993 U JP107993 U JP 107993U JP 107993 U JP107993 U JP 107993U JP H0657939 U JPH0657939 U JP H0657939U
- Authority
- JP
- Japan
- Prior art keywords
- wall
- dry area
- basement
- concrete
- ground
- 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
Links
Abstract
(57)【要約】
【目的】 型枠やコンクリートを打設しないでドライエ
リア壁を設ける。
【構成】 地面から地中内に平行するよう設ける柱列壁
1及び土留壁9と、この柱列壁と土留壁との間の地面か
ら地中に向け掘削して根切り底14上に基礎コンクリー
ト地下底盤16を設け、柱列壁の内側にドライエリア1
0を形成するよう基礎コンクリート地下底盤上に地下室
11を構築する。
(57) [Summary] [Purpose] A dry area wall is provided without placing formwork or concrete. [Structure] Pillar row wall 1 and earth retaining wall 9 provided so as to be parallel to the ground from the ground, and excavation from the ground between the pillar row wall and the earth retaining wall to the ground to form a foundation on a root cutting bottom 14. A concrete underground floor 16 is provided, and a dry area 1 is provided inside the pillar row wall.
A basement 11 is built on the basement floor of the basic concrete to form 0.
Description
【0001】[0001]
この考案は、ドライエリアを備えた地下室構造に関する。 The present invention relates to a basement structure having a dry area.
【0002】[0002]
従来、採光用のドライエリアを備えた地下室は、特開平4−309621号公 報に示すように、地下室本体を構築する際にドライエリアを設けるドライエリア 壁が同時に構築される。 勿論、ドライエリア壁は、基礎底盤コンクリートを介し地下本体と一体構造に なっている。 Conventionally, in a basement provided with a dry area for daylighting, as shown in Japanese Patent Application Laid-Open No. 4-309621, a dry area wall for providing a dry area is constructed at the same time when the basement body is constructed. Of course, the dry area wall is integrated with the underground body through the foundation floor concrete.
【0003】[0003]
上記のようなドライエリアを備えた地下室によると、ドライエリア壁の構築に ともない型枠を使用するので、型枠の組立て及び打設コンクリートの硬化後の型 枠撤去に著しく手数がかかる問題があった。 According to the basement with a dry area as described above, since the formwork is used in the construction of the dry area wall, there is a problem that it takes a lot of time and effort to assemble the formwork and remove the formwork after hardening of the cast concrete. It was
【0004】 また、型枠の撤去後にドライエリア壁の外側を埋め戻さなければならない問題 もあった。There is also a problem that the outside of the dry area wall must be backfilled after removing the formwork.
【0005】 そこで、この考案の課題は、型枠を使用しないでドライエリア壁を形成するよ うにしたドライエリアを備えた地下室構造を提供することである。Therefore, an object of the present invention is to provide a basement structure having a dry area in which a dry area wall is formed without using a formwork.
【0006】[0006]
上記の課題を解決するために、この考案は、ドライエリアを含む地下室構築幅 を存して平行するコンクリート柱列壁及び土留壁と、この柱列壁と土留壁との間 を掘削並びに排土して設けた根切り底上の前記柱列壁と土留壁との間に基礎コン クリート地下底盤を設けると共に、上記柱列壁面側にドライエリアを形成するよ う構築した地下室とから成るドライエリアを備えた地下室構造を採用したもので ある。 In order to solve the above-mentioned problems, the present invention is to excavate and remove soil between a concrete column wall and a retaining wall that are parallel to each other with a basement building width including a dry area and between the column wall and the retaining wall. A dry area consisting of a basement concrete basement provided on the bottom of the root and the soil retaining wall, and a basement constructed to form a dry area on the wall side of the column. It has a basement structure with a.
【0007】[0007]
ドライエリア壁を柱列壁により形成し、また柱列壁につながった基礎コンクリ ート地下底盤によりドライエリア壁としての柱列壁の強度が増大する。 The dry area wall is formed by column walls, and the strength of the column wall as a dry area wall is increased due to the base concrete basement that is connected to the column wall.
【0008】[0008]
以下、この考案の実施例を添付図面に基づいて説明する。 An embodiment of the present invention will be described below with reference to the accompanying drawings.
【0009】 図1に示す1は地面2から地中の所定の深さ迄にドライエリア壁を形成するコ ンクリート柱列壁である。Reference numeral 1 shown in FIG. 1 is a concrete column wall that forms a dry area wall from the ground 2 to a predetermined depth in the ground.
【0010】 上記の柱列壁1は、地面2に鋼管製のケーシング及びケーシング内に挿入した アースオーガスクリュとから成る(図示省略)掘削機を建て込むと共に、垂直精 度を確認したのち、掘削機により地面2から地中の所定深さ迄掘削する。The pillar row wall 1 is equipped with an excavator (not shown), which is composed of a casing made of steel pipe and an earth auger screw inserted in the casing on the ground 2, and after confirming vertical accuracy, excavation is performed. The machine excavates from the ground 2 to a predetermined depth in the ground.
【0011】 なお、掘削時にアースオーガスクリュの軸芯に設けてある通路を利用してセメ ントミルクを注入しながら削孔3内をソイルセメント化する。During excavation, the inside of the drilled hole 3 is soil-cemented while injecting cement milk using a passage provided in the shaft core of the earth auguscre.
【0012】 掘削の終了後に掘削機を引き抜いて削孔3内にコンクリート製のパイル4を挿 入する。After the excavation is completed, the excavator is pulled out and the concrete pile 4 is inserted into the drilled hole 3.
【0013】 上記のパイル4は外周中心線を横切る片側に係合突起5付の弧状の凹部6が、 もう片側に突起5の先端嵌め込み係合溝7を有する弧状の凹部6が設けてあり、 掘進方向に係合溝7を有する凹部6を向けてパイル4を挿入する。The pile 4 has an arc-shaped recess 6 with an engaging projection 5 on one side that crosses the center line of the outer circumference, and an arc-shaped recess 6 with a tip fitting engagement groove 7 of the projection 5 on the other side. The pile 4 is inserted with the concave portion 6 having the engaging groove 7 facing the excavation direction.
【0014】 次に、挿入したパイル4の係合溝7を有する凹部6に掘削機のケーシングの外 周を接触してガイドすると共に、上述と同様の削孔を掘削する。Next, the outer periphery of the casing of the excavator is brought into contact with and guided by the recess 6 having the engaging groove 7 of the inserted pile 4, and the same drilling hole as described above is excavated.
【0015】 勿論、掘削機の引き抜いた削孔3内には、図に示すように、突起5と係合溝7 とを嵌め合わせ係合したパイル3を挿入する。Of course, as shown in the drawing, the pile 3 in which the projection 5 and the engaging groove 7 are fitted and engaged with each other is inserted into the extracted hole 3 of the excavator.
【0016】 以上の繰り返しにより順次パイル4を並べて柱列壁1を設ける。By repeating the above, the piles 4 are sequentially arranged to provide the column wall 1.
【0017】 なお、柱列壁1のパイル4の形状は、図示に限定されない。The shape of the pile 4 of the column wall 1 is not limited to that shown in the figure.
【0018】 9は柱列壁1の片側にドライエリア10を含む地下室11の構築幅を存して平 行するよう設けた土留壁である。Numeral 9 is a retaining wall provided on one side of the pillar row wall 1 so as to be horizontal so that the basement 11 including the dry area 10 has a construction width.
【0019】 上記の土留壁9は、図示の場合、地面2から地中の所定深さ迄に打ち込んだ並 列状のH鋼12と、この左右のH鋼12にそれぞれ端を嵌め込み係止するよう順 次上方から落し込む土留め板13とで構成したが、矢板などでもよい。In the illustrated case, the earth retaining wall 9 is fitted with the H steels 12 arranged in parallel from the ground 2 to a predetermined depth in the ground, and the left and right H steels 12 with their ends fitted and locked. As described above, the earth retaining plate 13 is sequentially dropped from above, but a sheet pile or the like may be used.
【0020】 上記柱列壁1と土留壁9との間は、掘削排土され、根切り底14上には、鉄筋 15を配筋し、次いでコンクリートを打設して基礎コンクリート地下底盤16を 設ける。Excavation and excavation are carried out between the pillar row wall 1 and the retaining wall 9, and a reinforcing bar 15 is laid on the root cutting bottom 14, and then concrete is poured to form a base concrete underground floor board 16. Set up.
【0021】 上記の鉄筋15は、図2に示すように、パイル4に植え込んだアンカーボルト 17に溶接により固着しておくとよい。As shown in FIG. 2, it is preferable that the reinforcing bars 15 be fixed to the anchor bolts 17 implanted in the pile 4 by welding.
【0022】 しかして、基礎コンクリート地下底壁16上に地下室11を構築する。 勿論、地下室11の壁と柱列壁1との間にドライエリア10を設ける。Then, the basement 11 is built on the base concrete basement bottom wall 16. Of course, the dry area 10 is provided between the wall of the basement 11 and the column wall 1.
【0023】 また、地下室11の土留壁9側の壁は、土留壁9を型枠として使用するため、 土留壁9に打設コンクリートが密着する。Further, since the earth retaining wall 9 is used as a mold for the earth retaining wall 9 side wall of the basement 11, the placing concrete adheres to the earth retaining wall 9 closely.
【0024】[0024]
この考案に係るドライエリアは、以上のように構成してあるので、組み立てた 型枠に鉄筋を配筋し、次いで打設コンクリートの硬化後型枠を撤去し、かつ地面 を埋め戻す作業を必要としないでドライエリア壁を形成することができる。 Since the dry area according to this invention is constructed as described above, it is necessary to arrange the reinforcing bars in the assembled formwork, then remove the formwork after the setting concrete is hardened, and refill the ground. The dry area wall can be formed without.
【図1】この考案に係るドライエリアを備えた地下室の
縦断正面図FIG. 1 is a vertical sectional front view of a basement provided with a dry area according to the present invention.
【図2】ドライエリア壁の柱列壁を示す横断拡大平面図FIG. 2 is a cross-sectional enlarged plan view showing a column wall of a dry area wall.
1 柱列壁 2 地面 3 削孔 4 パイル 5 突起 6 凹部 7 係合溝 9 土留壁 10 ドライエリア 11 地下室 16 基礎コンクリート地下底盤 1 Column Row 2 Ground 3 Drilling 4 Pile 5 Projection 6 Recess 7 Engagement Groove 9 Dome Wall 10 Dry Area 11 Basement 16 Basement Basement
Claims (1)
て平行するコンクリート柱列壁及び土留壁と、この柱列
壁と土留壁との間を掘削並びに排土して設けた根切り底
上の前記柱列壁と土留壁との間に基礎コンクリート地下
底盤を設けると共に、上記柱列壁面側にドライエリアを
形成するよう構築した地下室とから成るドライエリアを
備えた地下室構造。1. A concrete column wall and a retaining wall which are parallel to each other with a width of a basement including a dry area, and a root cutting bottom provided by excavating and discharging soil between the column wall and the retaining wall. The basement structure having a dry area comprising a base concrete basement floor between the column row wall and the retaining wall, and a basement constructed to form a dry area on the wall side of the column row.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP107993U JPH0657939U (en) | 1993-01-20 | 1993-01-20 | Basement structure with dry area |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP107993U JPH0657939U (en) | 1993-01-20 | 1993-01-20 | Basement structure with dry area |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0657939U true JPH0657939U (en) | 1994-08-12 |
Family
ID=11491502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP107993U Pending JPH0657939U (en) | 1993-01-20 | 1993-01-20 | Basement structure with dry area |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0657939U (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5091113A (en) * | 1973-12-15 | 1975-07-21 | ||
JPS5442806A (en) * | 1977-09-10 | 1979-04-05 | Fuji Koutsuu Kenkiyuushiyo Kk | Method of constructing underground building and underground building |
JPH04309621A (en) * | 1991-04-05 | 1992-11-02 | Sekisui House Ltd | Basement with dry area |
-
1993
- 1993-01-20 JP JP107993U patent/JPH0657939U/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5091113A (en) * | 1973-12-15 | 1975-07-21 | ||
JPS5442806A (en) * | 1977-09-10 | 1979-04-05 | Fuji Koutsuu Kenkiyuushiyo Kk | Method of constructing underground building and underground building |
JPH04309621A (en) * | 1991-04-05 | 1992-11-02 | Sekisui House Ltd | Basement with dry area |
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