JPH0376931A - Construction of housing foundation - Google Patents

Construction of housing foundation

Info

Publication number
JPH0376931A
JPH0376931A JP21168589A JP21168589A JPH0376931A JP H0376931 A JPH0376931 A JP H0376931A JP 21168589 A JP21168589 A JP 21168589A JP 21168589 A JP21168589 A JP 21168589A JP H0376931 A JPH0376931 A JP H0376931A
Authority
JP
Japan
Prior art keywords
foundation
piles
leg members
holes
foundation unit
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
Application number
JP21168589A
Other languages
Japanese (ja)
Inventor
Katsuya Matsushita
克也 松下
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP21168589A priority Critical patent/JPH0376931A/en
Publication of JPH0376931A publication Critical patent/JPH0376931A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To reduce construction cost by placing cover bodies having tubular bodies at their centers on the upper end faces of unhardened piles made of soil cement of the like, and by inserting, after this, leg members of a frame-shaped foundation unit into the tubular bodies and by fixing them thereto with the cement made to harden. CONSTITUTION:A foundation unit 2 is made up of leg members 3 made from square steel pipes or the like and beam members 7, and each one holding hole 8 is provided to each of the leg members in a position at a specified distance from the upper end 3a thereof. A square tubular body 4 is erected upright at the center of a disk body 5 and is fixed thereto with bolt holes 6 provided on both the side faces thereof, and a cover body 1 is formed therewith. Then holes are bored into the earth in positions corresponding to those of the leg members 3, and ground improvement piles 9 are made up thereby with cement milk injected into the holes. While the piles are in unhardened state, the covers 1 are set on the upper face 9a of the piles, and the leg members 3 are then fit into the tubular bodies 4 and are fixed thereto with bolts and nuts with the holes 6 and 8 agreed with each other. After this, the piles 9 are made to harden. Thereby accuracy in constructing a foundation can be improved, while construction costs and term of works can be reduced.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、一般住宅に好的な、鉄骨基礎ユニットを用い
た、住宅の基礎構築方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method of constructing a foundation for a house using a steel frame foundation unit, which is suitable for general houses.

〔従来の技術〕[Conventional technology]

従来、一般住宅の基礎はコンクリート造りの独立基礎と
布基礎と称される連続基礎とが適用され、これは例えば
次のようにして造られている。すなわち、造ろうとする
住宅の基礎となる部分に割栗を敷きつめ、その上にコン
クリートを打設してベースを形成する。次に、このベー
スから立設した縦配筋に横配筋をワイヤで結びっけ、一
定の幅でこれら配筋の両側に型枠を立設し、この型枠内
にコンクリートを打設して立上り部を形成する。コンク
リートが固化した後、型枠を外せば住宅基礎が形成され
る。
BACKGROUND ART Traditionally, the foundations of general houses have been applied to independent foundations made of concrete and continuous foundations called cloth foundations, which are constructed, for example, in the following manner. In other words, the foundation of the house to be built is laid with chestnuts, and concrete is poured on top to form the base. Next, the horizontal reinforcements are tied with wire to the vertical reinforcements set up from this base, formwork is erected on both sides of these reinforcements at a certain width, and concrete is poured into the formwork. Form a rising part. After the concrete hardens, the formwork is removed and the foundation of the house is formed.

しかし、上記基礎は、現場で寸法をとって型枠間の距離
を所定の間隔に保持するため、スペーサーやクランパな
どを用いて型枠組をしなければならず、また枠組にはコ
ンクリートの打設に耐え得る十分な強度が要求されるの
で、誰でもが出来る作業でなく、型枠大工、土工、鉄筋
工等、種々な職種の作業員が必要となり、さらにコンク
リートには養生期間があるので、人手と時間を要する。
However, in order to measure the dimensions of the foundation on site and maintain the distance between the formwork at a predetermined interval, it is necessary to construct the formwork using spacers, clampers, etc., and the framework requires concrete pouring. Because it requires sufficient strength to withstand heavy lifting, this work is not something that just anyone can do, and requires workers from various professions such as formwork carpenters, earthworkers, and reinforcing steel workers.Furthermore, concrete has a curing period, so It requires manpower and time.

そのため、近時、住宅を建てる土地の所要部分に、地表
より地中に向ってソイルセメント等からなる地盤改良杭
を打設し、この杭の上端面はぼ中央から、鉄骨柱を挿入
沈降させるとともに先端部を突出させて鉄骨脚部を形成
し、これら鉄骨脚部を鉄骨梁で接続して住宅基礎とする
工法が行なわれるようになった。
For this reason, recently, soil improvement piles made of soil cement, etc. are driven from the surface of the ground to the ground on the required part of the land where a house is to be built, and a steel column is inserted and lowered from the center of the top end of the pile. At the same time, a method of constructing the foundation of a house by protruding the tip to form a steel frame leg and connecting these steel frame legs with a steel beam began to be used.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、上記工法は鉄骨柱を立設した後、杭上部
(こ突出する脚部を、それぞれ鉄骨梁によって連結して
住宅基礎を形成しなければならないわずられしさがあっ
た。
However, the above construction method was cumbersome because after the steel columns were erected, the upper parts of the piles (the protruding legs) had to be connected with steel beams to form the foundation of the house.

本発明者らは、このわずられしさを解消すべく、種々検
討した結果、予め図面に合わせて組立てた基礎ユニット
を用いれば、住宅基礎の構築が容易になると考えた。
The inventors of the present invention have conducted various studies in order to solve this inconvenience, and have found that building a house foundation will be easier if a foundation unit that has been assembled in advance according to the drawings is used.

本発明は上記の考えに基づいてなされたもので、現場施
工が極めて簡単な住宅基礎の構築方法を提供することを
目的とする。
The present invention has been made based on the above idea, and an object of the present invention is to provide a method for constructing a housing foundation that is extremely easy to construct on-site.

〔課題を解決するための手段〕[Means to solve the problem]

上記の目的を達成するため、本発明の方法においては、 鉄骨により複数の柱体とこれらを連結する梁体とからな
る基礎ユニットを構築する工程と、上記基礎ユニットを
固定すべき地盤上における柱体を臨む地面に、当該地面
から地中に向ってソイルセメント等よりなる地盤改良杭
を打設する工程と、上記ソイルセメント等が末硬化のう
ちに、中央に上記基礎ユニットの脚部を挿通する筒体が
一体に取付けられた蓋体を上記地盤改良杭の上端面にセ
ットする工程と、これら蓋体の筒体に上記基礎ユニット
の脚部を押通するとともに、上記筒体と脚部を係止する
工程とを具備してなる。
In order to achieve the above object, the method of the present invention includes a step of constructing a foundation unit consisting of a plurality of columns and beams connecting them with a steel frame, and a step of constructing a foundation unit on the ground to which the foundation unit is to be fixed. A process of driving soil improvement piles made of soil cement, etc. into the ground facing the body, and inserting the legs of the foundation unit in the center while the soil cement, etc. is fully hardened. a step of setting a lid body to which a cylindrical body is integrally attached on the upper end surface of the soil improvement pile; pushing the leg portions of the foundation unit through the cylindrical body of the lid body; and a step of locking.

〔作用〕[Effect]

本発明の住宅の基礎構築方法は上記の構成を有するため
、工場生産された基礎ユニットを現場に運搬し、住宅建
設敷地に上記基礎ユニットの脚部位置に合わせて打設さ
れた末硬化の地盤改良杭の上端面に蓋体を載置し、上記
基礎ユニットの脚部をそれぞれの蓋体の筒体を通して上
記杭内に挿通沈降せしめ、脚部の所定位置を上記筒体に
係止すれば、住宅基礎が構築される。
Since the housing foundation construction method of the present invention has the above configuration, the factory-produced foundation unit is transported to the site, and the partially hardened ground is poured on the housing construction site in accordance with the leg positions of the foundation unit. A lid body is placed on the upper end surface of the improved pile, the legs of the foundation unit are inserted into the pile through the cylindrical bodies of the respective lid bodies, and the legs are locked at a predetermined position on the cylindrical body. , the housing foundation is constructed.

〔実施例〕〔Example〕

第1図ないし第3図は、本発明の方法に用いられる蓋体
、基礎ユニットおよび脚部の一例を示すもので、図中符
号1は蓋体である。
1 to 3 show an example of a lid, a basic unit, and a leg used in the method of the present invention, and reference numeral 1 in the figures indicates the lid.

蓋体1は、中央部に基礎ユニット2の角筒状の脚部3が
押通される角筒体4が垂直に固定された円板体5よって
構成されており、上記角筒体4には側面を垂直に貫通す
るボルト孔6が設けられている。
The lid body 1 is composed of a disc body 5 in which a rectangular cylinder body 4 through which the rectangular cylinder-shaped leg portions 3 of the basic unit 2 are pushed is vertically fixed. A bolt hole 6 is provided vertically penetrating the side surface.

また、基礎ユニット2は、第2図(a)に示すように鉄
骨を組合わせて形成され、建物の各要部を支持する地面
に垂直に設けられる脚部3と、この脚部3の上部を互に
連結する脚部3に対して直角な梁体7とよりなる。上記
脚部3の上端3aより所定の距離の位置には、脚部3を
蓋体1の角筒体4に押通した場合、上記角筒体4のボル
ト孔6と合致する係止孔8が穿設されている。
The foundation unit 2 is formed by combining steel frames as shown in FIG. It consists of a beam body 7 that is perpendicular to the legs 3 that connect the legs 3 to each other. A locking hole 8 is located at a predetermined distance from the upper end 3a of the leg portion 3, and which matches the bolt hole 6 of the square tube body 4 when the leg portion 3 is pushed through the square tube body 4 of the lid body 1. is drilled.

上記基礎ユニット2を用いて住宅基礎を構築するには、
先ず基礎ユニット2の脚部3の位置に合わせて、第2図
(b)に示すように地盤改良杭9を地表より地中に向っ
て打設する。その際、杭9の上端面9aが同一平面上と
なるようにする。
To construct a house foundation using the above foundation unit 2,
First, ground improvement piles 9 are driven from the ground surface toward the ground in accordance with the position of the legs 3 of the foundation unit 2, as shown in FIG. 2(b). At this time, the upper end surfaces 9a of the piles 9 are made to be on the same plane.

上記地盤改良杭9を打設する方法は種々ある。There are various methods for driving the ground improvement piles 9.

例えば第4図(a )(b )に示すようにアースオー
ガー21によって地面に穴22を穿設しながら、第4図
(c )(d )(e )に示すようにセメントミルク
を注入し抗9が形成される。この抗9が末硬化状態のう
ちに第4図(f)に示すように脚部3が挿入沈降される
For example, while drilling a hole 22 in the ground with an earth auger 21 as shown in Figures 4(a) and (b), cement milk is injected as shown in Figures 4(c), (d), and (e). 9 is formed. While the resist 9 is in a fully hardened state, the leg portion 3 is inserted and lowered as shown in FIG. 4(f).

本発明においては打設された杭9が末硬化の状態を保持
しているうちに、第5図(a )(b )に示すように
杭9の上端面9a上に蓋体1をセットし、次いで第6図
(a )(b )に示すように、基礎ユニット2の各脚
部3の下端を上記角筒体4に嵌合するとともに、梁体7
を水平に保持しなから杭9内に挿入沈降せしめる。上記
脚部3の係止孔8が角筒体4のボルト孔6に合致した時
点で、ボルト孔6および係止孔8にボルト10を押通し
ナラ)11でとめ付け、建物基礎がつくられる。上記脚
部3の杭9に挿入される寸法は、基礎を強固にするため
、2m以上であることが望ましい。
In the present invention, while the driven pile 9 is still in a partially hardened state, the cover 1 is set on the upper end surface 9a of the pile 9 as shown in FIGS. 5(a) and 5(b). Then, as shown in FIGS. 6(a) and 6(b), the lower end of each leg 3 of the base unit 2 is fitted into the rectangular cylinder 4, and the beam 7
While holding it horizontally, insert it into the pile 9 and let it sink. When the locking hole 8 of the leg part 3 matches the bolt hole 6 of the rectangular tube body 4, the bolt 10 is pushed through the bolt hole 6 and the locking hole 8 and fastened with the bolt 11, and the building foundation is created. . The length of the leg portion 3 inserted into the pile 9 is desirably 2 m or more in order to strengthen the foundation.

上記基礎ユニット2は、各脚部3が杭9および蓋体Iの
円板体5によって支持されるので、蓋体1と脚部3とを
係止した後に、基礎ユニット2がさらに降下することは
ない。
Since each leg 3 of the base unit 2 is supported by the pile 9 and the disc body 5 of the lid I, the base unit 2 cannot be further lowered after the lid 1 and the legs 3 are locked. There isn't.

なお、上記説明において、蓋体lの角筒体4と基礎ユニ
、ト2の脚部3とは2本のボルトによってとめ付けるこ
ととl、たが、ボルト孔6、係止孔8の数を増減するこ
とによりボルトの本数は任意に選択出来る。また、ボル
トを用いて係止した方が係止力が大きく好ましいが、例
えば、第7図に示すように、脚部3の所定位置に突起1
2を設け、脚部3の挿入沈降する過程でストッパとして
作用させることも出来る。
In addition, in the above description, the rectangular cylinder 4 of the lid l and the leg part 3 of the base unit 2 are fastened with two bolts, and the number of bolt holes 6 and locking holes 8 is The number of bolts can be arbitrarily selected by increasing or decreasing. Further, it is preferable to use bolts for locking because the locking force is large, but for example, as shown in FIG.
2 may be provided to act as a stopper during the insertion and descent process of the leg portion 3.

また、上記蓋体を予め脚部に取付けておいて、脚部が杭
内に挿入沈降する過程で杭上面と蓋体とを当接させるこ
とも可能であるが、蓋体を前もって杭上面にセットして
おいた方が、杭上面が損傷されるのを防止できるので好
ましい。
It is also possible to attach the above-mentioned lid to the leg in advance and have the top surface of the pile come into contact with the lid during the process of the leg being inserted into the pile and sinking, but it is also possible to attach the lid to the top of the pile in advance. It is preferable to set it in advance because it prevents the top surface of the pile from being damaged.

上記、基礎ユニットは、図面によって工場生産されるの
で、その精度は高く、一つの基礎ユニットは大きい方が
施工上好ましく、現場への運搬、杭への取付は等を考慮
してその大きさを決めることが出来る。−軒分の住宅基
礎を複数の基礎ユニットとした場合には、これらを杭に
取付けた後、各ユニット間を梁体によって連結して住宅
基礎がつくられる。
The above-mentioned foundation units are manufactured in a factory according to the drawings, so their accuracy is high, and the larger the foundation unit, the better for construction purposes. I can decide. - When the house foundation for the eaves is made up of multiple foundation units, the house foundation is created by attaching these units to piles and then connecting each unit with beams.

〔発明の効果〕〔Effect of the invention〕

以上述べたように本発明に係る住宅基礎構築方法は、工
場生産された基礎ユニットを現場に運搬し、基礎ユニッ
トの脚部位置に合わせて打設された地盤改良杭の上端面
に蓋体をセットし、これら蓋体の角筒体に脚部先端を挿
通して、杭内に挿入沈降せしめ、脚部の所定位置を角筒
体に係止すれば構築されるので、施工に要する人手が少
なくてすみ、また期間も大幅に短縮される。
As described above, in the housing foundation construction method according to the present invention, a factory-produced foundation unit is transported to the site, and a cover body is attached to the upper end surface of the ground improvement pile that is driven in accordance with the leg position of the foundation unit. The end of the leg is inserted into the rectangular cylinder of these lids, inserted into the pile and lowered, and the leg is secured at a predetermined position to the rectangular cylinder. It requires less, and the period is also significantly shortened.

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

第1図は蓋体の一例を示す斜視図、第2図(a)は基礎
ユニットの一例を示す斜視図、第2図(b)は第2図(
a)の基礎ユニットに対応する杭を示す斜視図、第3図
は基礎ユニットの脚部の拡大斜視図、第4図(a )(
b )(c )(d )(e )(f )は地盤改良杭
の打設方法の手順の一例を示す図、第5図(a)(b)
は打設された杭の上面に蓋体を取付ける図、第6図(a
 )(b )は脚部を蓋体の角筒体を通して杭に挿入沈
降させこれを係止する図、第7図は脚部に固定された突
起が蓋体の角筒体上縁に当接した状態を示す図である。 ■・・・・・・蓋体、2・・・・・基礎ユニット、3・
・・・・・脚部、3a・・・・・・上端、4・・・・・
・角筒体、5・・・・・・円板体、6・・・・・・ボル
ト孔、7・・・・・・梁体、8・・・・・・係止孔、9
・・・・・・地盤改良杭(杭)、9a・・・・・・上端
面、10・・・・・・ボルト、11・・・・・・ナツト
、12・・・・・・突起、21・・・・・・アースオー
ガー 22・・・・・・穴。
FIG. 1 is a perspective view showing an example of the lid body, FIG. 2(a) is a perspective view showing an example of the basic unit, and FIG. 2(b) is a perspective view showing an example of the basic unit.
FIG. 3 is an enlarged perspective view of the legs of the foundation unit; FIG. 4 (a) is a perspective view showing the piles corresponding to the foundation unit in
b ) (c) (d) (e) (f) are diagrams showing an example of the procedure for driving soil improvement piles, Figures 5 (a) and (b)
Figure 6 (a) is a diagram of attaching the cover to the top surface of the pile that has been driven.
)(b) is a diagram in which the legs are inserted into the stake through the rectangular cylinder of the lid body, and is then locked. Figure 7 shows the protrusion fixed to the leg abutting the upper edge of the rectangular cylinder of the lid body. FIG. ■...Lid body, 2...Basic unit, 3.
...Legs, 3a...Top end, 4...
・Square cylinder body, 5... Disc body, 6... Bolt hole, 7... Beam body, 8... Locking hole, 9
...Soil improvement pile (pile), 9a...Top end surface, 10...Bolt, 11...Nut, 12...Protrusion, 21... Earth auger 22... Hole.

Claims (1)

【特許請求の範囲】[Claims] (1)鉄骨により複数の柱体とこれらを連結する梁体と
からなる基礎ユニットを形成する工程と、上記基礎ユニ
ットを固定すべき地盤上における柱体を臨む地面に、当
該地面から地中に向ってソイルセメント等よりなる地盤
改良杭を打設する工程と、上記ソイルセメント等が末硬
化のうちに、中央に上記基礎ユニットの脚部を挿通する
筒体が一体に取付けられた蓋体を上記地盤改良杭の上端
面にセットする工程と、これら蓋体の筒体に上記基礎ユ
ニットの脚部を挿通するとともに、上記地盤改良杭中に
挿入沈降せしめ、上記筒体と脚部を係止する工程とを具
備してなる住宅の基礎構築方法。
(1) The process of forming a foundation unit consisting of a plurality of columns and beams connecting them using steel frames, and the process of forming a foundation unit from the ground to the ground facing the columns on the ground where the foundation unit is to be fixed. There is a process of driving soil improvement piles made of soil cement, etc., and, while the soil cement, etc. is fully hardened, a lid body is integrally attached to the center of which is a cylindrical body through which the legs of the foundation unit are inserted. A step of setting the base unit on the upper end surface of the soil improvement pile, and inserting the legs of the foundation unit through the cylinder of the lid body, inserting it into the soil improvement pile and lowering it, and locking the cylinder and the leg. A method for constructing a foundation for a house, comprising the steps of:
JP21168589A 1989-08-17 1989-08-17 Construction of housing foundation Pending JPH0376931A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21168589A JPH0376931A (en) 1989-08-17 1989-08-17 Construction of housing foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21168589A JPH0376931A (en) 1989-08-17 1989-08-17 Construction of housing foundation

Publications (1)

Publication Number Publication Date
JPH0376931A true JPH0376931A (en) 1991-04-02

Family

ID=16609892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21168589A Pending JPH0376931A (en) 1989-08-17 1989-08-17 Construction of housing foundation

Country Status (1)

Country Link
JP (1) JPH0376931A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001173089A (en) * 1999-12-15 2001-06-26 Shimizu Corp Support structure of construction
JP2022088698A (en) * 2020-12-01 2022-06-15 株式会社ビル技研 Correction method of insufficient height of screw pile

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001173089A (en) * 1999-12-15 2001-06-26 Shimizu Corp Support structure of construction
JP2022088698A (en) * 2020-12-01 2022-06-15 株式会社ビル技研 Correction method of insufficient height of screw pile

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