JPS621975A - Building on inclined ground - Google Patents

Building on inclined ground

Info

Publication number
JPS621975A
JPS621975A JP13965985A JP13965985A JPS621975A JP S621975 A JPS621975 A JP S621975A JP 13965985 A JP13965985 A JP 13965985A JP 13965985 A JP13965985 A JP 13965985A JP S621975 A JPS621975 A JP S621975A
Authority
JP
Japan
Prior art keywords
slope
stabilizing
piles
main structure
joined
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.)
Granted
Application number
JP13965985A
Other languages
Japanese (ja)
Other versions
JPH0244977B2 (en
Inventor
俊介 島田
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.)
Kyokado Engineering Co Ltd
Original Assignee
Kyokado Engineering Co Ltd
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 Kyokado Engineering Co Ltd filed Critical Kyokado Engineering Co Ltd
Priority to JP13965985A priority Critical patent/JPS621975A/en
Publication of JPS621975A publication Critical patent/JPS621975A/en
Publication of JPH0244977B2 publication Critical patent/JPH0244977B2/ja
Granted legal-status Critical Current

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  • Residential Or Office Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は傾斜地の地形を生かした傾斜地における建築
物に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) This invention relates to a building on a slope that takes advantage of the topography of the slope.

(発明が解決しようとする問題点) 傾斜地では本来傾面が不安定であり、また斜面」二の雨
水の流出による表面浸蝕、地震による斜面の崩壊等の危
険性があるため、基本的にはここへ建物を建てることは
好ましくない。そこで通常は切土・盛土等の宅地造成工
事が必要となる。勾配の度合いによっては斜面を利用し
た手法が採られることもあるが、この場合にも斜面に整
地を施す必要は残る。
(Problems to be solved by the invention) Slopes are inherently unstable, and there is a risk of surface erosion due to rainwater runoff on slopes, collapse of slopes due to earthquakes, etc. It is not advisable to build buildings here. Therefore, residential land development work such as cutting and embankment is usually required. Depending on the degree of slope, a method using a slope may be used, but even in this case, it is still necessary to level the slope.

しかしこうした造成工事はコスト高となることの他に、
地形の形質変更を伴うことにより地滑り、地盤の崩落の
原因となり、更にまた自然環境を損う等の難点がある。
However, in addition to the high cost of such construction work,
There are disadvantages such as changes in topographic features, which can cause landslides and collapse of the ground, and further damage the natural environment.

この発明は以上の事情を基に々されたもので、斜面の元
の状態を留めたま捷、斜面を安定化する杭と特殊な構造
の上部構造とを一体化することにより斜面の安定化を図
るとともに、上記の諸問題を解決しようとするものであ
る。
This invention was developed based on the above circumstances, and stabilizes slopes by integrating piles that maintain the original state of slopes, piles that stabilize slopes, and a special superstructure. The aim is to solve the problems mentioned above.

(問題点を解決するだめの手段) 本発明では傾斜した地盤中に斜面を安定化する斜面安定
杭を設けることにより前記した各種の問照点を解決する
(Means to Solve the Problems) The present invention solves the various points of concern described above by providing slope stabilizing piles for stabilizing the slope in the sloped ground.

斜面安定杭は地盤中に深く抜入ねされて斜面の崩落を防
止するとともに、これを安定化し、その頭部は独立基礎
を構成して上部構造の主体構造を支持する。斜面安定杭
の設置は斜面上に局部的に行えばよく、斜面に対する工
事はこの斜面安定杭の工事のみであるので斜面の地形は
保持される。
Slope stabilization piles are driven deep into the ground to prevent and stabilize the slope from collapsing, and their heads form an independent foundation to support the main structure of the superstructure. The slope stabilizing piles can be installed locally on the slope, and the only work on the slope is to install the slope stabilizing piles, so the topography of the slope is maintained.

主体構造は斜面安定杭の頭部に固定1〜た主柱である斜
材の骨組材を基本骨組とした]・ラス構造を水平梁、連
結梁により一体化した構造であり、トラスを任意に組み
合せることに」:す主体構造の規模を自由に変化させる
ことを可能にする。
The main structure is the basic framework of diagonal members, which are the main pillars fixed to the heads of slope stabilizing piles.] - It is a structure in which the lath structure is integrated with horizontal beams and connecting beams, and the truss can be used arbitrarily. "By combining": It is possible to freely change the scale of the subject structure.

斜面に設置される複数の斜面安定杭は、その頭部に固定
したトラス構造並びにトラス構造を連結する水平梁、連
結梁によって一体化されることによりそれぞれ独立して
挙動することなく、複数の斜面安定杭が一体となって斜
面の安定化に作用する。
Multiple slope stabilizing piles installed on a slope are integrated by a truss structure fixed to the head, horizontal beams and connecting beams that connect the truss structures, so that they do not behave independently and can stabilize multiple slopes. The stabilizing piles work together to stabilize the slope.

そして居室は水平梁、連結梁上に載置、もしくはこれら
に懸架されることによって主体構造に丈長されて構成さ
れる。
The living room is placed on horizontal beams or connecting beams, or is suspended from these to extend the length of the main structure.

(実施例) 以下本発明を一実施例を示す図面とともに説明1゛る。(Example) The present invention will be explained below with reference to drawings showing one embodiment.

この発明は傾斜した地盤1中に斜面安定杭2を設置し、
この斜面安定杭2の頭部2a−1−に主体構;告Aを形
成し、主体構造Aに居室Bを支持させて々るものである
This invention installs slope stabilizing piles 2 in sloped ground 1,
A main structure A is formed on the head 2a-1- of the slope stabilizing pile 2, and a living room B is supported by the main structure A.

斜面安定杭2と1〜てr1深礎杭や′A管杭等が用いら
れ、斜面の崩落を防11−するに充分な深さ捷で枳入れ
されて斜面方向及び斜面垂直方向に複数設置される。そ
してその頭部2aは地盤1の勾配に従った段差が設定さ
れてそれぞれ地勢に応じた個別の基礎高が与えられる。
Slope stabilization piles 2 and 1 to r1 deep foundation piles, 'A pipe piles, etc. are used, and they are driven in with sufficient depth to prevent slope collapse and are installed in multiple directions in the direction of the slope and in the direction perpendicular to the slope. be done. The head 2a is set with steps according to the slope of the ground 1, and is given an individual foundation height depending on the terrain.

主体構造Aは第1図のように斜面方向の斜面安定杭2の
頭部2aに鉄骨の骨絹拐3を接合し、それらの先端部を
相互に接合して三角形状に形成されるトラス構造Cを斜
面垂直方向に連結梁4により連結して一体的に形成され
る。
As shown in Fig. 1, the main structure A is a truss structure in which a steel skeleton 3 is joined to the head 2a of a slope stabilizing pile 2 in the direction of the slope, and their tips are joined to each other to form a triangular shape. C is integrally formed by connecting the connecting beams 4 in a direction perpendicular to the slope.

トラス構造Cは第2図、第4図に示すように基本市に斜
面方向に独立した斜面安定杭2,2の頭部2a、2a及
び相互に接合された骨組材3,3に水平に水平梁5を架
設して形成されるもので、更に補強に筋違6を適所に配
置する。これらの骨組材3.水平梁5.筋違6相互の接
合はピン接合とし、骨組材3の斜面安定杭頭部2aへの
接合も同じく第3図のようにビン接合とする。
As shown in Figs. 2 and 4, the truss structure C is basically horizontally attached to the heads 2a, 2a of the slope stabilizing piles 2, 2, which are independent in the direction of the slope, and the frame members 3, 3, which are connected to each other. It is formed by constructing beams 5, and braces 6 are further placed at appropriate locations for reinforcement. These framework materials 3. Horizontal beam 5. The braces 6 are connected to each other by a pin connection, and the frame member 3 is connected to the slope stabilizing pile head 2a by a pin connection as shown in FIG. 3.

こうして斜面垂直方向に対向し、斜面方向に形成された
トラス構造C1Cを第1図のように連結梁4により一体
化して主体構造Aを形成する。このような上部構造の主
体構造Aを介して、独立して設置された複数の斜面安定
杭2は互いに連結され、それらが一体と々つで斜面の崩
壊に対して抵抗することが可能となる。この主体構造A
は斜面安定杭頭部骨組材3.水平梁5及び筋違6の任意
の配置、組み方によってその規模に変化が与えられると
ともに、建築物としての多様性を持つ。
In this way, the truss structures C1C, which face each other in the direction perpendicular to the slope and are formed in the direction of the slope, are integrated by the connecting beam 4 as shown in FIG. 1 to form the main structure A. A plurality of independently installed slope stabilizing piles 2 are connected to each other through the main structure A of the superstructure, and it becomes possible for each of them to resist slope failure as one unit. . This main structure A
is slope stabilizing pile head frame material 3. The scale of the building can be changed by arbitrarily arranging and assembling the horizontal beams 5 and braces 6, and the building has diversity as a building.

居室Bは主体構造Aに嵌め込まれて構成され、水平梁5
に載置、もしくは懸架されて支持される。
Living room B is constructed by being fitted into main structure A, with horizontal beams 5
It is supported by being placed on or suspended from.

そして居室Bの床部は地盤1から浮くので通気性にJ確
保される。
Since the floor of living room B is lifted from the ground 1, ventilation is ensured.

(発明の効果) この発明は以上の通り構成され、斜面の造成を施すこと
なく傾斜地に建築するものであるので、造成工事に伴う
さまざまな問題点は解決されるとともに、前述したよう
に斜面に独立して深く設置された複数の斜面安定杭の頭
部に、水平梁を配置したトラス構造を固定することでこ
れら複数の斜面安定杭が一体となり、これにより有効に
斜面の安定を図ることができる。
(Effects of the Invention) This invention is constructed as described above, and is constructed on a slope without creating a slope. Therefore, various problems associated with construction work are solved, and as mentioned above, it is possible to build on a slope. By fixing a truss structure with horizontal beams to the heads of multiple independently installed deep slope stabilizing piles, these multiple slope stabilizing piles become integrated, thereby effectively stabilizing the slope. can.

更に居室は上部構造に懸架され、その底部が地盤から浮
いた状態に々っているため、斜面を流下する雨水により
その表面が浸蝕されても、まだ地震により崩壊してもこ
れら災害による被害を受けることはない。
Furthermore, the living room is suspended from the superstructure, with the bottom floating above the ground, so even if the surface is eroded by rainwater flowing down the slope, or even if it collapses due to an earthquake, it will not be damaged by these disasters. I won't receive it.

また斜面安定杭の配置の仕方、数、及びトラス構造の組
み方を適当に調整することにより地勢の影響を受けるこ
となく多様性に富む建築物を造ることが可能である。
In addition, by appropriately adjusting the arrangement and number of slope stabilizing piles and the way the truss structure is assembled, it is possible to construct a variety of buildings without being affected by the terrain.

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

第1図は主体構造の概要を示した斜視図であり第2図、
第4図はその斜面方向断面図、第3図は斜面安定杭頭部
の接合部を示した断面図であり、第5図は本発明の施I
n例を示した斜視図である。 A:主体構造、B:居室、Cニドラス構造1:地盤、2
:斜面安定杭、2a:斜面安定杭の頭部、3:骨組材、
4:連結梁、5:水平梁6:筋違。
Figure 1 is a perspective view showing an outline of the main structure;
Fig. 4 is a sectional view in the direction of the slope, Fig. 3 is a sectional view showing the joint part of the slope stabilizing pile head, and Fig. 5 is a sectional view showing the joint part of the slope stabilizing pile head.
It is a perspective view which showed n example. A: Main structure, B: Living room, C Nidras structure 1: Ground, 2
: Slope stabilizing pile, 2a: Head of slope stabilizing pile, 3: Frame material,
4: Connecting beam, 5: Horizontal beam 6: Bracing.

Claims (1)

【特許請求の範囲】[Claims] (1)傾斜した地盤中に、その勾配に従つた段差を設定
して斜面方向及び斜面垂直方向に埋設された斜面安定杭
の頭部に骨組材を接合するとともに、斜面方向の斜面安
定杭の頭部に接合された骨組材をその先端部において交
差させて相互に接合し、この接合された骨組材に水平深
を斜面方向に、水平に架設して斜面方向に形成され、斜
面垂直方向に対向したトラス構造を連結梁により連結し
て斜面上に各斜面安定杭とともに一体した主体構造を形
成し、この主体構造に支持させて居室を構成してなる傾
斜地における建築物。
(1) In the sloped ground, a step is set according to the slope, and the framework material is joined to the head of the slope stabilizing pile buried in the direction of the slope and in the direction perpendicular to the slope, and the slope stabilizing pile in the slope direction is The frame members joined to the head are crossed at their tips and joined to each other, and the horizontal depth is built horizontally on the joined frame members in the slope direction, and the horizontal depth is formed in the slope direction. A building on a slope where opposing truss structures are connected by connecting beams to form an integrated main structure on the slope with each slope stabilizing pile, and living rooms are supported by this main structure.
JP13965985A 1985-06-26 1985-06-26 Building on inclined ground Granted JPS621975A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13965985A JPS621975A (en) 1985-06-26 1985-06-26 Building on inclined ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13965985A JPS621975A (en) 1985-06-26 1985-06-26 Building on inclined ground

Publications (2)

Publication Number Publication Date
JPS621975A true JPS621975A (en) 1987-01-07
JPH0244977B2 JPH0244977B2 (en) 1990-10-05

Family

ID=15250417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13965985A Granted JPS621975A (en) 1985-06-26 1985-06-26 Building on inclined ground

Country Status (1)

Country Link
JP (1) JPS621975A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5224785A (en) * 1975-08-18 1977-02-24 Barry Wehmiller Co Vessel washer

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5224785A (en) * 1975-08-18 1977-02-24 Barry Wehmiller Co Vessel washer

Also Published As

Publication number Publication date
JPH0244977B2 (en) 1990-10-05

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