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JPS6149454B2 - - Google Patents

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Publication number
JPS6149454B2
JPS6149454B2 JP14165179A JP14165179A JPS6149454B2 JP S6149454 B2 JPS6149454 B2 JP S6149454B2 JP 14165179 A JP14165179 A JP 14165179A JP 14165179 A JP14165179 A JP 14165179A JP S6149454 B2 JPS6149454 B2 JP S6149454B2
Authority
JP
Japan
Prior art keywords
ground
pipes
construction method
roads
layer
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
Application number
JP14165179A
Other languages
Japanese (ja)
Other versions
JPS5667013A (en
Inventor
Atsushi Matsui
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.)
MATSUI KANAE
MATSUI KANOKO
MATSUI SUZUKO
Original Assignee
MATSUI KANAE
MATSUI KANOKO
MATSUI SUZUKO
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 MATSUI KANAE, MATSUI KANOKO, MATSUI SUZUKO filed Critical MATSUI KANAE
Priority to JP14165179A priority Critical patent/JPS5667013A/en
Publication of JPS5667013A publication Critical patent/JPS5667013A/en
Publication of JPS6149454B2 publication Critical patent/JPS6149454B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Foundations (AREA)

Description

【発明の詳細な説明】 この発明工法は、地震、荒波、洪水等による地
割れ崩壊を防止し、常に安定した宅地、道路、地
盤を保持することを目的としたものである。
[Detailed Description of the Invention] The purpose of this invention's construction method is to prevent ground cracking and collapse due to earthquakes, rough waves, floods, etc., and to maintain stable housing lots, roads, and ground at all times.

因に実施例を図面について説明するに、1はコ
マ型ブロツクにして斜形胴体2と軸脚3から成り
各軸脚3は連結部材4を連らねて下層5に一斉に
埋戻し埋設する。その上部中間層Cにはコンクリ
ートパイプ又は樹脂パイプPを少くとも一列又は
それ以上の列に並設して土砂礫6にて締固めて宅
地を造成するか又は道路、地盤、軟弱地盤等はこ
の上層を舗装7を施して成るものである。尢も宅
地、道路および地盤等の硬軟度合によつてはパイ
プのみを布設することもあるのでこの場合も本工
法の範疇となる。
Incidentally, to explain the embodiment with reference to the drawings, 1 is a top-shaped block consisting of a diagonal body 2 and a pivot leg 3. Each pivot leg 3 is connected with a connecting member 4 and is buried back in the lower layer 5 all at once. . In the upper intermediate layer C, concrete pipes or resin pipes P are arranged in at least one row or more and compacted with earth and gravel 6 to create a residential lot, or roads, ground, soft ground, etc. The upper layer is paved with 7. However, depending on the hardness and softness of residential areas, roads, and the ground, only pipes may be laid, and this case also falls within the scope of this construction method.

コマ型ブロツク1の斜形胴体2は自重および負
荷を軽減して地盤の圧迫を抑制するもののようで
地下水の流通遮断はほとんど起らず従つて退砂、
空胴化現象を阻止して自然の状態を維持する効果
がある。
The diagonal body 2 of the top-shaped block 1 seems to reduce its own weight and load and suppress the pressure on the ground, so there is almost no interruption in the flow of groundwater, and therefore sand removal,
It has the effect of preventing the hollowing phenomenon and maintaining the natural state.

中間層Cに並設したコンクリートパイプ又は樹
脂パイプPは下層の安定したコマ型ブロツク団を
基礎にして頑丈な骨格を形成することとなるので
一段と地盤の強化が図られる効果がある。しかも
該パイプは通水を自由にして中間層への滞水化を
防ぎ、又パイプの並設間隙からも雨水の浸透を促
進すると共に、中間層の蒸発機能も容易にする効
果もある。しかもパイプの並設が弱震の場合は地
盤の揺れに連れて転動現象を生じこれが地盤の揺
動を緩和する効果を発揮するもののようである。
The concrete pipes or resin pipes P installed in parallel to the intermediate layer C form a sturdy framework based on the stable block group in the lower layer, which has the effect of further strengthening the ground. In addition, the pipe allows water to flow freely to prevent water from stagnation in the intermediate layer, promotes the infiltration of rainwater through the gaps between the pipes, and facilitates the evaporation function of the intermediate layer. Furthermore, if the pipes are installed side by side in a weak earthquake, a rolling phenomenon will occur as the ground shakes, which seems to have the effect of alleviating the ground shaking.

故にこの工法は、地盤を圧迫して地下水の流通
を阻止し又は雨水の浸透を遮断し将又蒸発機能を
妨げるような自然機能の閉塞は全く伴わず、コマ
型ブロツクとパイプとの人工部材を加えて地震に
よる地割れ、荒波洪水による崩壊被害を最少限に
止めて安定を図るシステムであり、殊に軟弱地盤
にこの工法を使用するに到れば該地盤上に宅地造
成は勿論のこと道路造設も極めて容易となるか
ら、湿地、軟弱地盤の活用の上においても洵に国
益に沿うユニークなものである。
Therefore, this construction method does not involve any blockage of natural functions such as compressing the ground and blocking the flow of underground water, blocking the infiltration of rainwater, or hindering the evaporation function, and uses artificial members such as top-shaped blocks and pipes. In addition, it is a system that minimizes damage caused by ground cracks caused by earthquakes and collapses caused by stormy floods, thereby ensuring stability.If this construction method is used on soft ground, it can be used not only for building land on such ground, but also for building roads. Since it is extremely easy to install, it is unique in that it is in the national interest in terms of making use of wetlands and soft ground.

【図面の簡単な説明】[Brief explanation of the drawing]

添附図面は本発明安定工法の実施例を示すもの
にして第1図はその地盤の断面図、第2図は同一
部切截平面図である。
The attached drawings show an embodiment of the stable construction method of the present invention, and FIG. 1 is a sectional view of the ground, and FIG. 2 is a partially cutaway plan view of the same.

Claims (1)

【特許請求の範囲】[Claims] 1 地盤の最下層にコマ型ブロツクを一斉に埋戻
し埋設し、その上部中間層には少くとも一列又は
それ以上にコンクリートパイト、土管様コンクリ
ートパイプ又は樹脂パイプ等を並設して土砂礫等
にて締固めて宅地にするか又は道路、地盤の上層
は舗装を施して成ることを特徴とする宅地、道路
又は地盤の安定工法。
1. Backfill the block-shaped blocks all at once in the lowest layer of the ground, and in the upper intermediate layer at least one row or more of concrete pipes, clay pipe-like concrete pipes, resin pipes, etc. A construction method for stabilizing residential land, roads, or ground, which is characterized by compacting it into residential land or paving the upper layer of the road or ground.
JP14165179A 1979-11-01 1979-11-01 Stabilization technique for housing area, roads or ground Granted JPS5667013A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14165179A JPS5667013A (en) 1979-11-01 1979-11-01 Stabilization technique for housing area, roads or ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14165179A JPS5667013A (en) 1979-11-01 1979-11-01 Stabilization technique for housing area, roads or ground

Publications (2)

Publication Number Publication Date
JPS5667013A JPS5667013A (en) 1981-06-05
JPS6149454B2 true JPS6149454B2 (en) 1986-10-29

Family

ID=15296996

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14165179A Granted JPS5667013A (en) 1979-11-01 1979-11-01 Stabilization technique for housing area, roads or ground

Country Status (1)

Country Link
JP (1) JPS5667013A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60111941U (en) * 1983-12-30 1985-07-29 出雲コンクリ−ト工業株式会社 Simple basic block
JPS61122329A (en) * 1984-11-16 1986-06-10 Maikoma Seven:Kk Method of installing top-shaped block
JPS61122328A (en) * 1984-11-16 1986-06-10 Maikoma Seven:Kk Method of installing top-shaped block
JPS61151308A (en) * 1984-12-25 1986-07-10 Maikoma Seven:Kk Laying work for group of top-shaped concrete block
JPH0784742B2 (en) * 1986-05-30 1995-09-13 積水ハウス株式会社 Basic method for soft ground

Also Published As

Publication number Publication date
JPS5667013A (en) 1981-06-05

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