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JPH0615910B2 - Foundation base for buried pipes - Google Patents
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JPH0615910B2 - Foundation base for buried pipes - Google Patents

Foundation base for buried pipes

Info

Publication number
JPH0615910B2
JPH0615910B2 JP63328496A JP32849688A JPH0615910B2 JP H0615910 B2 JPH0615910 B2 JP H0615910B2 JP 63328496 A JP63328496 A JP 63328496A JP 32849688 A JP32849688 A JP 32849688A JP H0615910 B2 JPH0615910 B2 JP H0615910B2
Authority
JP
Japan
Prior art keywords
foundation
pipe
concrete
base
fume
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 - Lifetime
Application number
JP63328496A
Other languages
Japanese (ja)
Other versions
JPH02173488A (en
Inventor
一夫 藤村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP63328496A priority Critical patent/JPH0615910B2/en
Publication of JPH02173488A publication Critical patent/JPH02173488A/en
Publication of JPH0615910B2 publication Critical patent/JPH0615910B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention 【産業上の利用分野】[Industrial applications]

本発明は、埋設管用の基礎台に関し、さらに詳しくは、
ヒューム管が適切なる耐荷力を発現するための支承を確
保すること、あるいは管から基礎地盤に作用する荷重を
広く均等に分散させると共に、周辺摩擦力によりヒュー
ム管の沈下を防止することを目的とした埋設管用基礎台
に関するものである。
The present invention relates to a base for a buried pipe, and more specifically,
The purpose is to secure a bearing for the fume tube to develop an appropriate load-bearing capacity, or to spread the load acting on the foundation ground from the tube widely and evenly, and to prevent the fume tube from sinking due to the peripheral frictional force. It relates to the foundation for buried pipes.

【従来の技術】[Prior art]

ヒューム管の基礎には支承材として、砂質系の土砂を用
い、この土砂でヒューム管を支承する砂基礎と、コンク
リートでヒューム管を巻きたてて支承するコンクリート
基礎とがある。このうち、前者の砂基礎は主として良質
地盤に使われるが、軟弱地盤で使う場合は、第6図イ,
ロに示したように、はし子胴木基礎を併用することがあ
り、これはヒューム管aの下に2本の平行な縦木材cと
これに交叉してまたがる横木材bとを配置したものであ
る。
There are two types of foundations for fume pipes: sand foundations that support sand and fume pipes, and concrete foundations that support the fume pipes by rolling concrete. Of these, the former sand foundation is mainly used for good quality ground, but when it is used for soft ground,
As shown in (b), the foundation of a chopsticks trunk may be used in combination, and two parallel vertical timbers c and horizontal timbers b crossing this are placed under the fume tube a. It is a thing.

【発明が解決しようとする課題】[Problems to be Solved by the Invention]

ところで、地中における管自重、水重及び管にかかる土
圧はヒューム管管底部に集中して地盤に伝えられる傾向
にあるとされているため、軟弱地盤ではこの荷重の集中
度を均等化するため、井桁状のはし子胴木基礎を用いて
いる。 しかし、この基礎にしても地盤に伝えられる荷重は縦・
横木材に集中するため管路の沈下の原因となることがあ
った。 また、矢板等の土留材を用いてヒューム管の布設を行う
施工においては、埋めもどし後、土留材を引き抜く際
に、第7図のように、引抜後の空隙部dに矢印のように
周辺の土砂が流れ込み、ヒューム管を支承する土砂eま
でもが移動し、ヒューム管を十分に支承することができ
なくなり、管の耐荷力が低下し、管にひびわれが入るこ
とがあった。 特に、はし子胴木基礎を使った場合には管を支える土砂
が移動することにより、管は横木材だけで支えられ、集
中荷重となるため危険度は一層高くなる。 一方、従来の技術で述べた後者のコンクリート基礎を施
工する場合は、第8図に示した様に、まずヒューム管a
を並べる際の土台となる一次コンクリートfを打設し、
この養生期間を待って、二次コンクリートgをその上に
打設するのが一般的である。 しかし、一次コンクリートfを打設した後、ヒューム管
を配置可能となる迄の養生期間が必要となり、急速が施
工を行う必要のある場合は、十分なコンクリートの養生
期間がとれず、このコンクリートにひびわれが入るとい
う問題があった。また一次コンクリートの養生期間中、
コンクリート表面に土砂が付着したり、レイタンスが付
着するため、二次コンクリートgとの付着が劣化し、二
次コンクリートが打ち継ぎ面で剥離したり、移動するこ
とによってコンクリート基礎としての剛性が低下するに
伴い、管の耐荷力が低下して管にひびわれが生ずるとい
う問題点がある。 そこで、本発明は上記諸問題点に鑑みて案出された埋設
管用基礎台の提供を目的としている。
By the way, it is said that the weight of the pipe itself, the water weight, and the earth pressure applied to the pipe in the ground tend to be concentrated on the bottom of the fume pipe and transmitted to the ground. Therefore, in soft ground, the concentration of this load is equalized. For this reason, we have used the girder-shaped chopstick foundation. However, even with this foundation, the load transmitted to the ground is
Since it concentrated on the horizontal timber, it sometimes caused the settlement of the pipeline. In addition, in the construction in which the fume pipe is laid by using the soil retaining material such as sheet pile, when the soil retaining material is pulled out after backfilling, as shown in FIG. The soil and sand flowed in, and even the sediment e supporting the fume tube moved, and it became impossible to sufficiently support the fume tube, and the load bearing capacity of the tube decreased, and the tube sometimes cracked. In particular, when the foundation of the ladder body is used, the movement of the earth and sand supporting the pipe causes the pipe to be supported only by the horizontal lumber, which causes a concentrated load, which further increases the risk. On the other hand, when constructing the latter concrete foundation described in the conventional technique, first, as shown in FIG.
Place the primary concrete f, which will be the base for arranging
It is general to wait for this curing period and then pour the secondary concrete g on it. However, after placing the primary concrete f, a curing period is required until the fume pipe can be placed. If rapid construction is required, sufficient curing period cannot be taken for this concrete. There was a problem of cracking. Also during the curing period of the primary concrete,
Since earth and sand adhere to the surface of the concrete and the leitance adheres, the adhesion with the secondary concrete g deteriorates, and the rigidity of the concrete foundation decreases due to the secondary concrete peeling off at the joint surface or moving. Accordingly, there is a problem that the load bearing capacity of the pipe is reduced and the pipe is cracked. Therefore, an object of the present invention is to provide a buried pipe foundation that has been devised in view of the above problems.

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成させるために、本発明における基礎台
は、地盤7上に配置され、荷重を広く均等に前記地盤7
に伝える底版21の長手方向両端に側壁22を設けた断面ほ
ぼU字形の基台2内に、ヒューム管1を支承する支承材
3を充填した構成にしている。 また、前記底版21に水締めの際の水抜孔24を設けてもよ
いものである。 さらに、前記支承材3として、基台2内にヒューム管1
を支承するコンクリート6を打設してもよいものであ
る。
In order to achieve the above-mentioned object, the foundation base in the present invention is arranged on the ground 7, and the load is widely and evenly distributed.
The base material 2 having side walls 22 provided at both ends in the longitudinal direction of the bottom slab 21 and having a substantially U-shaped cross section is filled with a support material 3 for supporting the fume tube 1. Further, the bottom plate 21 may be provided with a water drain hole 24 for water tightening. Further, as the support member 3, a fume tube 1 is installed in a base 2.
It is also possible to place concrete 6 that supports the.

【作用】[Action]

上記構成の基礎台において、ヒューム管1の自重,水
重,及び管にかかる土圧は基台2の底版21を通して地盤
7に伝えられるが、この底版21ははし子胴木のような大
きな空隙のない平板となっているので荷重が広く均等に
地盤に伝えられると共に周辺摩擦力により管の沈下する
割合が軽減される。 また、前記基台2は底版21の両側に側壁22を備えてU字
形に形成し、この中にヒューム管1を支える支承材3を
充填する構造としたので、矢板8等の引き抜きによる土
砂へ与える影響範囲が第5図の様に管を支承する支承材
3にまで及ばなくなり、ヒューム管1は矢板引抜後も所
定の支承角で支承される。 一方、この基台2を用いて第4図のようなコンクリート
基礎とした場合は、第8図における現場打のコンクリー
トfを打設する必要がないので工期が短縮できると共
に、U字形をしているためコンクリートと基台2との付
着面積が広くとれること、及び剥離横ずれの力に対して
も側壁22がせん断抵抗となることにより確実にヒューム
管1とコンクリートとが一体化した基礎が得られ、ヒュ
ーム管1を安全に支承できる。
In the foundation having the above structure, the weight of the fume tube 1, the water weight, and the earth pressure applied to the tube are transmitted to the ground 7 through the bottom plate 21 of the base 2, and the bottom plate 21 has a large size like a ladder tree. Since it is a flat plate with no voids, the load is widely transmitted to the ground evenly, and the rate of pipe subsidence due to peripheral frictional forces is reduced. Further, since the base 2 is formed in a U shape by providing the side walls 22 on both sides of the bottom plate 21 and the supporting material 3 for supporting the fume tube 1 is filled therein, the base 2 is pulled to the earth and sand by pulling out the sheet pile 8 or the like. As shown in FIG. 5, the affected range does not reach the support member 3 that supports the pipe, and the fume pipe 1 is supported at a predetermined support angle even after the sheet pile is pulled out. On the other hand, when the base 2 is used as a concrete foundation as shown in FIG. 4, it is not necessary to place the concrete f cast on site in FIG. As a result, the adhesion area between the concrete and the base 2 can be wide, and the side wall 22 has a shear resistance against the force of peeling lateral displacement, so that the foundation in which the fume pipe 1 and the concrete are integrated can be reliably obtained. , The fume tube 1 can be supported safely.

【実施例】【Example】

実施例について図面を参照して説明する。 第1図〜第4図において、基台2は、地盤7上に配置さ
れるもので、荷重を広く均等に前記地盤7に伝えると共
に、周辺摩擦力によりヒューム管1の沈下を軽減する底
版21を配置し、この底版21の長手方向両端に側壁22を設
けて断面ほぼU字形に形成されている。 また、ヒューム管1の支承範囲を広く取るときには、第
2図のように側壁22を高くすればよい。また、例えば、
第3図のように側壁22に上方側壁23をボトル4止め、接
着等の所定固定手段で連結し、側壁を高くしたと同様の
効果を得るようにしてもよいものである。 さらに、支承材3を水締めする場合もあり、この場合に
は底版21に水を抜くための水抜き孔24を設けてもよい。 支承材3は基台2内に充填されてヒューム管1を支承す
るものであって、この支承材3は、粒状の砂、砂礫等の
砂質土が用いられる。 第4図は支承材3をコンクリートとした場合を示してい
る。施工にあたってはまず基台2を配置施工した後、所
定位置にヒューム管1を配置し、型枠53を用いてコンク
リート6を打設する。底版21には現場打コンクリート6
との付着をさらに強めるため、現場打コンクリート6打
設前に、型枠53内に雨水がたまらないように孔52を設け
てもよい。
Examples will be described with reference to the drawings. In FIGS. 1 to 4, the base 2 is arranged on the ground 7, and the load is widely and evenly transmitted to the ground 7, and the bottom slab 21 reduces the subsidence of the fume tube 1 by the peripheral frictional force. Are arranged, and side walls 22 are provided at both ends in the longitudinal direction of the bottom plate 21 to have a substantially U-shaped cross section. Further, when the support range of the fume tube 1 is to be wide, the side wall 22 may be raised as shown in FIG. Also, for example,
As shown in FIG. 3, the upper side wall 23 may be fixed to the side wall 22 by the bottle 4 and connected by a predetermined fixing means such as adhesion so that the same effect as when the side wall is raised may be obtained. Further, the support member 3 may be water-tightened, and in this case, the bottom plate 21 may be provided with a water drainage hole 24 for draining water. The support material 3 is filled in the base 2 to support the fume tube 1, and the support material 3 is made of sandy soil such as granular sand or gravel. FIG. 4 shows a case where the support material 3 is concrete. In the construction, first, the base 2 is arranged and constructed, then the fume pipe 1 is arranged at a predetermined position, and the concrete 6 is poured using the form 53. On the bottom slab 21 is cast concrete 6
In order to further strengthen the adhesion to the concrete, holes 52 may be provided in the formwork 53 before the pouring concrete 6 to prevent rainwater from collecting.

【効果】【effect】

本発明は、以上説明したように構成されているので、以
下に記載されるような効果を奏する。 土留材の引抜きを伴う施工においては、管を支承する支
承材の移動を防止するので管が施工後も確実に支承さ
れ、ひびわれが発生することがない。 また、軟弱地盤で使用した場合にははし子胴木のように
底部に空隙部がないのでヒューム管の接合等の作業用の
足場となり施工が容易になる。 さらに、施工後においては、ヒューム管の基礎地盤に作
用する荷重が均等に分散されるので管路の沈下が少なく
なり、管内の水の流下を阻害することが少なくなる。 一方、コンクリート基礎としてこの基礎台を使用した場
合には、現場でコンクリートを2度打設することがなく
なるため施工が簡略化できるばかりでなく、基台がU字
形に形成されていて、現場打コンクリートとの付着抵
抗、せん断抵抗が向上するため、基台と現場打コンクリ
ートの一体化がはかられ、ヒューム管を確実に支承し、
安全性を確保することができる。 以上、この基礎台を用いることによってヒューム管の支
承材が砂、コンクリートのいずれの場合においても施工
上の問題が防止され、ヒューム管を安全に支承すること
ができる。
Since the present invention is configured as described above, it has the effects described below. In the construction that involves pulling out the soil retaining material, the support material that supports the pipe is prevented from moving, so that the pipe is securely supported even after construction and no cracks occur. In addition, when used on soft ground, since there is no void at the bottom like a ladder body, it becomes a scaffold for work such as joining of fume pipes, and construction is easy. Furthermore, after the construction, the load acting on the foundation ground of the Hume pipe is evenly distributed, so that the settlement of the pipeline is reduced and the flow of water in the pipeline is less obstructed. On the other hand, when this foundation table is used as a concrete foundation, it is not necessary to pour the concrete twice at the site, so not only can the construction be simplified, but the base is formed in a U shape, Since the adhesion resistance with the concrete and the shear resistance are improved, the base and the cast-in-place concrete are integrated, and the fume pipe is securely supported,
It is possible to ensure safety. As described above, by using this foundation stand, construction problems can be prevented and the fume pipe can be safely supported regardless of whether the support material for the fume pipe is sand or concrete.

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

第1図から第5図までは本発明に関するもので、第1図
は本発明の埋設管用基礎台の配置状態正面方向の断面
図、第2図は側壁を高くしヒューム管の支承範囲を広く
とったときの正面図、第3図は側壁に上方側壁を取付け
たときの要部断面図、第4図はコンクリートの支承材を
用いたときの要部断面図、第5図は矢板引き抜きによる
支承材の動きの説明図、第6図イは従来のはし子胴木基
礎の正面図、同図ロは側面図、第7図は従来の矢板引抜
きによる支承材の動きの説明図、第8図は従来の現場打
コンクリート基礎の正面図である。 1;ヒューム管、2;基台、3;支承材、21;底版、
22;側壁。
FIGS. 1 to 5 relate to the present invention. FIG. 1 is a cross-sectional view of the buried pipe foundation of the present invention in an arrangement state frontal direction, and FIG. 2 shows a high side wall to widen the fume pipe support range. Fig. 3 is a cross-sectional view of the main part when the upper side wall is attached to the side wall, Fig. 4 is a cross-sectional view of the main part when a concrete support material is used, and Fig. 5 is the sheet pile extraction. FIG. 6A is a front view of a conventional chop board trunk foundation, FIG. 6B is a side view of the same, and FIG. 7 is an explanatory view of movement of the conventional support material by pulling out a sheet pile. FIG. 8 is a front view of a conventional cast-in-place foundation. 1; Hume pipe, 2; Base, 3; Support material, 21; Bottom plate,
22; Side wall.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】地盤上に配置され、荷重を広く均等に前記
地盤に伝える底版の長手方向両端に側壁を設けた断面ほ
ぼU字形の基台内に、ヒューム管を支承する支承材を充
填した構成の埋設管用基礎台。
1. A support material for supporting a fume tube is filled in a base having a substantially U-shaped cross section, which has sidewalls provided at both longitudinal ends of a bottom slab which is placed on the ground and transmits a load widely and evenly to the ground. Foundation base for buried pipes with a structure.
【請求項2】底版に水締めの際の水抜孔を設けてなる請
求項1記載の埋設管用基礎台。
2. The foundation pipe for a buried pipe according to claim 1, wherein the bottom plate is provided with a water drainage hole for water tightening.
【請求項3】基台内に支承材として、ヒューム管を支承
するコンクリートを打設してなる請求項1記載の埋設管
用基礎台。
3. The buried pipe foundation according to claim 1, wherein concrete for supporting the fume pipe is placed as a supporting member in the base.
JP63328496A 1988-12-26 1988-12-26 Foundation base for buried pipes Expired - Lifetime JPH0615910B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63328496A JPH0615910B2 (en) 1988-12-26 1988-12-26 Foundation base for buried pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63328496A JPH0615910B2 (en) 1988-12-26 1988-12-26 Foundation base for buried pipes

Publications (2)

Publication Number Publication Date
JPH02173488A JPH02173488A (en) 1990-07-04
JPH0615910B2 true JPH0615910B2 (en) 1994-03-02

Family

ID=18210931

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63328496A Expired - Lifetime JPH0615910B2 (en) 1988-12-26 1988-12-26 Foundation base for buried pipes

Country Status (1)

Country Link
JP (1) JPH0615910B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5493220A (en) * 1977-12-29 1979-07-24 Kubota Ltd Installation of flexible pipe
JPS63536A (en) * 1986-06-19 1988-01-05 Jutaku Toshi Seibi Kodan Correcting work for ununiform settlement of buried pipe

Also Published As

Publication number Publication date
JPH02173488A (en) 1990-07-04

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