JP3169230B2 - Building foundation - Google Patents

Building foundation

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Publication number
JP3169230B2
JP3169230B2 JP14681091A JP14681091A JP3169230B2 JP 3169230 B2 JP3169230 B2 JP 3169230B2 JP 14681091 A JP14681091 A JP 14681091A JP 14681091 A JP14681091 A JP 14681091A JP 3169230 B2 JP3169230 B2 JP 3169230B2
Authority
JP
Japan
Prior art keywords
members
footing
foundation
rising
connection
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 - Fee Related
Application number
JP14681091A
Other languages
Japanese (ja)
Other versions
JPH04343915A (en
Inventor
芳範 後藤
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 JP14681091A priority Critical patent/JP3169230B2/en
Publication of JPH04343915A publication Critical patent/JPH04343915A/en
Application granted granted Critical
Publication of JP3169230B2 publication Critical patent/JP3169230B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、建物のプレキャストコ
ンクリート(PC)製基礎に係り、例えばユニット住宅
の基礎として利用できるものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast concrete (PC) foundation for a building, and can be used, for example, as a foundation for a unit house.

【0002】[0002]

【背景技術】従来、住宅の基礎は建設現場で組み立てら
れた基礎用型枠の内部にコンクリートを打設することに
より作られていたが、この現場打ちコンクリート基礎に
よると多くの手間と時間がかかり、また基礎を高精度に
作ることができないため、このような問題を解決できる
ものとして、実開平1−61240、実開平1−141
843等に工場で予め製造されたPC製ブロックを使用
する基礎が示されている。
2. Description of the Related Art Conventionally, the foundation of a house has been made by casting concrete inside a foundation formwork assembled at a construction site. However, according to this cast-in-place concrete foundation, much labor and time are required. In addition, since the foundation cannot be made with high precision, such a problem can be solved as Japanese Utility Model Laid-Open Publication No.
843 and the like show a base using a PC block manufactured in advance at a factory.

【0003】また、実開平1−61242には、基礎を
下部の幅広なフーチング部材と上部の縦長な立上部材と
で形成するとともに、これらのフーチング部材と立上部
材を共にPC製としたものが示されている。
Further, Japanese Utility Model Laid-Open No. 1-61242 has a foundation formed of a wide bottom footing member and a vertically long rising member, and both the footing member and the rising member are made of PC. It is shown.

【0004】[0004]

【発明が解決しようとする課題】基礎は建物の下部各辺
に亘る長さを有するため、実開平1−61242のよう
にPC製のフーチング部材と立上部材とで形成された基
礎では、フーチング部材と立上部材は基礎の長手方向の
長さを有することになり、長寸のPC製フーチング部材
およびPC製立上部材を工場で製作して建設現場に運ぶ
ことは困難であるため、これらのフーチング部材および
立上部材を工場で製作可能かつ建設現場に運搬可能な比
較的短寸の長さとし、建設現場でフーチング部材、立上
部材をそれぞれ複数個直列に接続して基礎を作ることに
なる。
Since the foundation has a length extending along each side of the lower part of the building, a foundation formed of a PC footing member and a rising member as shown in Japanese Utility Model Laid-Open No. 1-61242 does not have a footing. Since the member and the erecting member will have a length in the longitudinal direction of the foundation, it is difficult to produce a long PC footing member and a PC erecting member in a factory and transport them to the construction site. To make the footing member and the rising member of the comparatively short length that can be manufactured at the factory and transported to the construction site, and connect a plurality of footing members and the rising member at the construction site in series to make the foundation Become.

【0005】このようにして基礎を作った場合、PC製
フーチング部材同士の接続部とPC製立上部材同士の接
続部とができるため、基礎全体の強度が低下する虞れが
あり、このような問題を解決できる方策が求められるこ
とになる。
[0005] When the foundation is made in this manner, since the connection between the PC footing members and the connection between the PC rising members are formed, there is a possibility that the strength of the entire foundation is reduced. There is a need for measures that can solve various problems.

【0006】本発明の目的は、PC製フーチング部材同
士の接続およびPC製立上部材同士の接続によって作ら
れても、必要とされる全体的な強度を確保できる建物の
基礎を提供するところにある。
An object of the present invention is to provide a foundation of a building which can secure the required overall strength even if it is made by connecting PC footing members and PC rising members. is there.

【0007】[0007]

【課題を解決するための手段】本発明は、PC製フーチ
ング部材と、このフーチング部材の上部に配置され、か
つ箱状の住宅ユニットが載置されるPC製立上部材とを
含んで形成されるユニット式の建物の基礎において、フ
ーチング部材および立上部材はそれぞれ直列に複数個接
続され、住宅ユニットは水平方向に複数個接続され、フ
ーチング部材同士の接続部と立上部材同士の接続部と住
宅ユニット同士の接続部とがずれており、かつ前記複数
の立上部材のうちの前記住宅ユニット同士の接続部が載
置される立上部材は、前記フーチング部材同士の接続部
を跨がない位置に配置されていることを特徴とするもの
である。
According to the present invention, there is provided a footing member made of PC, and an erecting member made of PC on which a box-shaped housing unit is placed, which is disposed on the footing member. In the foundation of a unit type building, a plurality of footing members and rising members are connected in series, respectively, a plurality of housing units are connected in the horizontal direction, and a connecting portion between the footing members and a connecting portion between the rising members are connected. The connection between the housing units is misaligned and the plurality
The connecting part between the housing units among the rising members of
The rising member to be placed is a connecting portion between the footing members.
Are arranged at positions where they do not straddle .

【0008】[0008]

【作用】所定個数のフーチング部材を接続することによ
り基礎のフーチング部ができ、また、所定個数の立上部
材を接続することにより基礎の立上部ができ、これらの
接続部はずれているため、フーチング部材同士の接続部
の強度が立上部材で補強され、立上部材同士の接続部の
強度はフーチング部材で補強され、このため基礎の全体
的強度は必要とされる大きさになる。また、これらフー
チング部材同士の接続部および立上部材同士の接続部に
加え、立上部材上の住宅ユニット同士の接続部もずれて
いるので、住宅ユニットの接続部に集中し易い建物の荷
重が立上部材やフーチング部材の接続部以外の箇所で受
けられるようになり、建物に対する基礎の支持強度が向
上する。しかも、フーチング部材同士、立上部材同士、
住宅ユニット同士の各接続部を単にずらすだけではな
く、住宅ユニット同士の接続部が載置される立上部材
を、フーチング部材同士の接続部を跨がない位置、すな
わち一つのフーチング部材内に納まるように当該フーチ
ング部材上に配置するため、複数の住宅ユニットの荷重
を集中して受ける立上部材がフーチング部材の広い面状
部分で支持されるようになり、特にフーチング部材同士
の接続部にかかる負荷が確実に軽減される。
The footing portion of the foundation can be formed by connecting a predetermined number of footing members, and the rise of the foundation can be formed by connecting the predetermined number of rising members. The strength of the connection between the members is reinforced by the rising members, and the strength of the connection between the rising members is reinforced by the footing members, so that the overall strength of the foundation is as large as required. Further, in addition to the connection between the footing members and the connection between the rising members, the connection between the housing units on the rising member is also displaced, so that the load of the building that tends to concentrate on the connection between the housing units is reduced. It can be received at a position other than the connection between the rising member and the footing member, and the support strength of the foundation to the building is improved. Moreover, the footing members, the rising members,
Do not simply shift each connection between housing units
Rising member on which the connection between housing units is placed
At a position where the connection between the footing members is not straddled,
That is, the footing is set so as to fit within one footing member.
Load on multiple housing units
The erecting member that receives the concentrated surface is the wide surface of the footing member
Parts are supported, especially between footing members
The load applied to the connection portion is surely reduced.

【0009】[0009]

【実施例】以下に本発明の一実施例を添付図面に基づい
て説明する。図1は本実施例に係る基礎の全体を示す平
面図で、この基礎はユニット住宅用である。図1では、
ユニット住宅の構成要素である住宅ユニット1が二点鎖
線で示され、住宅ユニット1には長さが異なる二種類の
もの1A,1Bがある。基礎は、PC製フーチング部材
10とPC製フーチング部材20とにより形成され、フ
ーチング部材10には図2、図3で示したフーチング部
材11,12があり、立上部材20には、図4、図5で
示した直線的に延びる梁部材21,22と、これらの梁
部材21,22の間に配置されてこれらを連結するため
の図6〜図10で示した連結部材23〜27とがある。
梁部材22には、図1の通り、住宅ユニット1A,1B
と対応する長さの二種類のもの22−1,22−2があ
る。
An embodiment of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a plan view showing the entire foundation according to the present embodiment, and this foundation is for a unit house. In FIG.
The housing unit 1 which is a component of the unit housing is indicated by a two-dot chain line, and the housing unit 1 includes two types 1A and 1B having different lengths. The foundation is formed by a PC footing member 10 and a PC footing member 20. The footing member 10 includes the footing members 11 and 12 shown in FIGS. The linearly extending beam members 21 and 22 shown in FIG. 5 and the connecting members 23 to 27 shown in FIGS. 6 to 10 which are arranged between these beam members 21 and 22 to connect them are shown. is there.
As shown in FIG. 1, the housing units 1A and 1B
And two types of lengths 22-1 and 22-2 corresponding to the above.

【0010】図1ではフーチング部材11は4個、フー
チング部材12は2個、梁部材21は9個、梁部材22
−1は2個、梁部材22−2は2個、連結部材23は4
個、連結部材24は4個、連結部材25は1個、連結部
材26は1個、連結部材27は2個それぞれ使用されて
いる。これらの部材は住宅ユニット1の基準寸法である
モジュールに基づく規格化された各所定長さを有し、フ
ーチング部材11,12により平面三の字のフーチング
部が形成され、また、梁部材21,22と連結部材23
〜27により、このフーチング部の上部に配置された平
面日の字の立上部が形成されている。連結部材23〜2
7が配置される位置は住宅ユニット1のコーナ部と対応
する位置である。
In FIG. 1, four footing members 11 are provided, two footing members 12 are provided, nine beam members 21 are provided, and beam members 22 are provided.
-1 is two, beam member 22-2 is two, and connecting member 23 is four.
, Four connecting members 24, one connecting member 25, one connecting member 26, and two connecting members 27. These members have standardized predetermined lengths based on a module which is a standard dimension of the housing unit 1, and the footing members 11 and 12 form a three-faced footing portion in a plane, and the beam members 21 and 22 and connecting member 23
27 form a rising portion of a plane-shaped letter arranged on the upper portion of the footing portion. Connecting members 23-2
The position where 7 is arranged is a position corresponding to the corner of the housing unit 1.

【0011】図2において、フーチング部材11には、
梁部材21、連結部材23,24が配置される位置に図
12で示した補強筋30の下端雄ねじ部を螺入するため
のナット31が埋め込まれ、また、連結部材23,24
が配置される位置には図12図で示した高さレベル調整
部材である高さレベル調整ボルト32を螺入するための
ナット33が埋め込まれている。また、フーチング部材
11の一方の端部には、図11で示した連結板34の孔
34Aに挿入されるボルト35を螺入するためのナット
36が埋め込まれ、このナット36は連結板34の厚さ
よりも深い窪み部37に設けられている。
In FIG. 2, the footing member 11 includes
A nut 31 for screwing the lower male screw portion of the reinforcing bar 30 shown in FIG. 12 is embedded in the position where the beam member 21 and the connecting members 23 and 24 are arranged.
A nut 33 for screwing a height level adjusting bolt 32 as a height level adjusting member shown in FIG. A nut 36 for screwing a bolt 35 inserted into the hole 34A of the connecting plate 34 shown in FIG. 11 is embedded in one end of the footing member 11, and this nut 36 is The recess 37 is provided deeper than the thickness.

【0012】図3は梁部材21と連結部材25,27が
配置されるフーチング部材12を示し、このフーチング
部材12にもナット31,33,36が埋め込まれてい
る。
FIG. 3 shows the footing member 12 on which the beam member 21 and the connecting members 25 and 27 are arranged, and nuts 31, 33 and 36 are also embedded in the footing member 12.

【0013】図4で示した梁部材21は本体21Aの両
端に金属製の接続具38を備え、この接続具38は突起
38Aを有する雄接続具になっている。突起38Aには
ピンを打ち込むための孔39が設けられ、本体21Aに
は前記補強筋30を挿入するための上下方向の貫通孔4
0が設けられている。この貫通孔40には金属製筒部材
(シース管)を配設してもよい。雄接続具38は本体2
1Aの厚さ方向中心部に配置されておらず、厚さ方向中
心部からA分ずれている。また、雄接続具38の突起3
8Aの下端は基部38Bの下端よりもB分上にあり、こ
のため、雄接続具38の下部には凹段部41が設けられ
ている。
The beam member 21 shown in FIG. 4 has metal connecting members 38 at both ends of a main body 21A, and the connecting members 38 are male connecting members having a projection 38A. The protrusion 38A is provided with a hole 39 for driving a pin, and the main body 21A is provided with a vertical through hole 4 for inserting the reinforcing bar 30.
0 is provided. A metal tubular member (sheath tube) may be provided in the through hole 40. Male fitting 38 is body 2
It is not arranged at the center in the thickness direction of 1A and is shifted by A from the center in the thickness direction. In addition, the protrusion 3 of the male connection tool 38
The lower end of 8A is located above the lower end of base 38B by B, and therefore a concave step 41 is provided below male connector 38.

【0014】図5で示した梁部材22の本体22Aの両
端部にも雄接続具38が設けられ、梁部材21と同様な
構成となっているが、梁部材21とはその長さ寸法が異
なり、また貫通孔40は設けられていない。
Male connecting members 38 are also provided at both ends of the main body 22A of the beam member 22 shown in FIG. 5, and have the same structure as the beam member 21. Differently, the through hole 40 is not provided.

【0015】図6で示した連結部材23の本体23Aは
互いに直角方向へ延びる延出部23B,23Cを有する
平面L字型で、これらの延出部23B,23Cの先端に
金属製の接続具42が設けられている。この接続具42
は、前記雄接続具38の突起38Aを上下に挿入係合で
きる溝42Aを有する雌接続具である。雌接続具42に
はピンが打ち込まれる孔43が形成されている。本体2
3Aには連結部材21と同じく前記補強筋30を挿入す
るための貫通孔40が設けられ、また、図16で示した
住宅ユニット1のアンカー部材であるアンアーボルト4
4を挿入するための有底孔45も設けられている。この
有底孔45には金属製筒部材(シース管)を配設しても
よい。雌接続具42は延出部23B,23Cの厚さ方向
中心部に配置されておらず、厚さ方向中心部から住宅内
側にA分ずれている。雌接続具42の住宅外側の側面
は、延出部23B,23Cから連続的に延びるコンクリ
ート製被覆部46で覆われ、この側面は外部に露出して
いない。雌接続具42の溝42Aは雌接続具42の下端
まで達せず、この下端から上方へB分残した位置まで延
び、このため雌接続具42の下部には凸段部47が設け
られている。
The main body 23A of the connecting member 23 shown in FIG. 6 is a flat L-shape having extending portions 23B and 23C extending at right angles to each other, and a metal fitting is provided at the tip of each of the extending portions 23B and 23C. 42 are provided. This connection tool 42
Is a female connector having a groove 42A in which the projection 38A of the male connector 38 can be inserted and engaged up and down. A hole 43 into which a pin is driven is formed in the female connector 42. Body 2
3A is provided with a through hole 40 for inserting the reinforcing bar 30 as in the case of the connecting member 21, and an anchor bolt 4 serving as an anchor member of the housing unit 1 shown in FIG.
A bottomed hole 45 for inserting the hole 4 is also provided. A metal tubular member (sheath tube) may be provided in the bottomed hole 45. The female connector 42 is not arranged at the center in the thickness direction of the extending portions 23B and 23C, but is shifted by A from the center in the thickness direction to the inside of the house. The side surface of the female connector 42 outside the house is covered with a concrete covering portion 46 continuously extending from the extending portions 23B and 23C, and this side surface is not exposed to the outside. The groove 42 </ b> A of the female connector 42 does not reach the lower end of the female connector 42, but extends upward from this lower end to a position where B is left. Therefore, a convex step 47 is provided at the lower portion of the female connector 42. .

【0016】図7で示した連結部材24の本体24A
は、住宅内側に膨らんだ膨出部24Bと互いに180度
反対側に延びる延出部24C,24Dとを有し、延出部
24C,24Dの先端に雌接続具42が設けられてい
る。本体24Aには貫通孔40と有底孔45が形成さ
れ、この連結部材24は2個の住宅ユニット1が隣り合
う位置に配置されるため、前記アンカーボルト44を挿
入するための有底孔45は2個設けられている。
The main body 24A of the connecting member 24 shown in FIG.
Has a bulging portion 24B bulging inside the house and extending portions 24C and 24D extending in opposite directions by 180 degrees, and a female connector 42 is provided at a tip of the extending portions 24C and 24D. A through hole 40 and a bottomed hole 45 are formed in the main body 24A. Since the two housing units 1 are arranged at positions adjacent to each other, the connecting member 24 has a bottomed hole 45 for inserting the anchor bolt 44. Are provided.

【0017】図8における連結部材25の本体25A
は、住宅内側に延びる延出部25Bと互いに180度反
対側に延びる延出部25C,25Dとを有する平面T字
型で、これらの延出部25B,25C,25Dの先端に
雌接続具42が設けられている。本体25Aには貫通孔
40と有底孔45とが形成され、有底孔45は2個設け
られている。
The main body 25A of the connecting member 25 in FIG.
Is a flat T-shape having an extension 25B extending inward of the house and extensions 25C, 25D extending 180 degrees opposite to each other, and a female connector 42 is attached to the tip of these extensions 25B, 25C, 25D. Is provided. A through hole 40 and a bottomed hole 45 are formed in the main body 25A, and two bottomed holes 45 are provided.

【0018】図9における連結部材26は図8の連結部
材25と基本的に形状、構造は同じであり、本体26A
は延出部26B,26C,26Dを有する平面T字型
で、これらの延出部26B,26C,26Dの先端に雌
接続具42が設けられている。しかし、延出部26Bに
おける雌接続具42は、連結部材25の延出部25Bに
おける雌接続具42とは逆方向にA分ずれている。この
理由は、延出部26Bと25Bとを向かい合わせて連結
部材26と25とを配置した場合、これらの延出部25
B,26B同士を図4の梁部材21等により連結できる
ようにするためである。
The connecting member 26 in FIG. 9 has basically the same shape and structure as the connecting member 25 in FIG.
Is a flat T-shape having extensions 26B, 26C, 26D, and a female connector 42 is provided at the tip of each of the extensions 26B, 26C, 26D. However, the female connector 42 in the extension 26B is shifted by A in the opposite direction to the female connector 42 in the extension 25B of the connecting member 25. The reason for this is that when the connecting members 26 and 25 are arranged with the extending portions 26B and 25B facing each other, these extending portions 25
B and 26B can be connected to each other by the beam member 21 in FIG.

【0019】図10で示した連結部材27の本体27A
は厚さ方向両側に膨らんだ膨出部27B,27Cを有し
ているとともに、互いに180度反対側に延びる延出部
27D,27Eを有し、これらの延出部27D,27E
の先端に雌接続具42が設けられている。本体27Aに
は貫通孔40と有底孔45が形成され、この連結部材2
7は4個の住宅ユニット1が隣り合う位置に配置される
ため、有底孔45は4個設けられている。
The main body 27A of the connecting member 27 shown in FIG.
Has bulging portions 27B, 27C bulging on both sides in the thickness direction, and has extending portions 27D, 27E extending 180 degrees opposite to each other. These extending portions 27D, 27E
Is provided with a female connection tool 42 at the tip thereof. A through hole 40 and a bottomed hole 45 are formed in the main body 27A.
7 has four bottomed holes 45 because four housing units 1 are arranged at adjacent positions.

【0020】図1に示されているように、連結部材23
は直角方向にそれぞれL1 分の長さを有し、連結部材2
4,25,26,27は長手方向片側にそれぞれL
1 分、両側では合計2L1 分の長さを有し、連結部材2
5,26はこの長手方向と直角方向にはL1 分の長さを
有する。梁部材21の長さはL2 であり、2L1 +L2
は住宅ユニット1A,1Bの短辺側である妻側の寸法と
対応する。また、梁部材22−1の長さはL3 であり、
2L1 +L3 は住宅ユニット1Aの長辺側である桁側の
寸法と対応する。さらに、梁部材22−2の長さはL4
であり、2L1 +L4 は住宅ユニット1Bの長辺側であ
る桁側の寸法と対応する。また、フーチング部材11,
12の長さは共にL5 であり、L5 は3L1 +L2 +L
2 /2と同じであり、すなわちL5 は住宅ユニット1の
妻側の寸法の1.5倍と対応する長さになっている。
As shown in FIG. 1, the connecting member 23
Have a length of L 1 in the perpendicular direction, and
4, 25, 26, and 27 are L on one side in the longitudinal direction, respectively.
1 minute, has a total length of 2L 1 minute on each side, the coupling member 2
5,26 is in the longitudinal direction and the perpendicular direction has a length of L 1 minute. Length of the beam member 21 is L 2, 2L 1 + L 2
Corresponds to the dimension of the wife side which is the short side of the housing units 1A and 1B. The length of the beam member 22-1 is L 3,
2L 1 + L 3 corresponds to the dimension on the girder side which is the long side of the housing unit 1A. Further, the length of the beam member 22-2 is L 4
And 2L 1 + L 4 corresponds to the dimension on the girder side which is the long side of the housing unit 1B. Also, the footing member 11,
The length of 12 is L 5 together, L 5 is 3L 1 + L 2 + L
Is the same as the 2/2, i.e. L 5 represents has a length corresponding to 1.5 times the size of the gable of the housing unit 1.

【0021】このように基礎のPC製フーチング部材1
0であるフーチング部材11,12およびPC製立上部
材20である梁部材21,22、連結部材23〜27
は、住宅ユニット1の寸法に基づく規格化された所定長
さを有するものとなっている。
As described above, the basic PC footing member 1 is formed.
0, footing members 11 and 12, beam members 21 and 22 as PC rising members 20, and connecting members 23 to 27.
Has a standardized predetermined length based on the dimensions of the housing unit 1.

【0022】以上の他、フーチング部材11と12は同
じ厚さ寸法であり、梁部材21,22、連結部材23〜
27は同じ高さ寸法である。
In addition to the above, the footing members 11 and 12 have the same thickness dimension, and the beam members 21 and 22 and the connecting members 23 to
27 is the same height dimension.

【0023】フーチング部材11,12、梁部材21,
22、連結部材23〜27は工場でPC製ブロックとし
て作られ、これらは内部に埋設された配筋材により補強
されている。
The footing members 11 and 12, the beam members 21,
22, the connecting members 23 to 27 are made as PC blocks at a factory, and these are reinforced by reinforcing members buried inside.

【0024】次に、基礎の施工作業について説明する。
ユニット住宅が建てられる建設現場では遣形作業、根切
作業が行われ、図14、図15で示す通り、根切りされ
た地盤51に栗石52が敷き込まれ、この上に捨てコン
クリート53が打たれる。
Next, the construction work of the foundation will be described.
At the construction site where the unit house is to be built, the casting work and the excavation work are performed, and as shown in FIGS. Dripping.

【0025】捨てコンクリート53上の所定位置には遣
形に基づき、図1の通り、フーチング部材11と11、
12と12が直列に置かれ、これらのフーチング部材同
士は図11の通り前記窪み部37が設けられた端部が突
き合わされて配置される。この後、窪み部37に連結板
34を置き、ボルト35を孔34Aに挿入してナット3
6に螺締することにより、連結板34でフーチング部材
11と11、12と12が接続される。次いで、連結板
34の上に図12の通りモルタル54を充填する。
As shown in FIG. 1, the footing members 11 and 11,
12 and 12 are placed in series, and these footing members are arranged with their ends provided with the recesses 37 as shown in FIG. Thereafter, the connecting plate 34 is placed in the recess 37, the bolt 35 is inserted into the hole 34A, and the nut 3 is inserted.
6, the footing members 11 and 11 and 12 and 12 are connected by the connecting plate 34. Next, the mortar 54 is filled on the connecting plate 34 as shown in FIG.

【0026】以上のように複数のフーチング部材同士を
直列に接続した後、図2、図3で示したナット33に図
12の高さレベル調整ボルト32を螺合し、また、図
2、図3で示したナット31に図12の補強筋30の下
端雄ねじ部を螺合し、補強筋30をフーチング部材1
1,12に立設する。この後、フーチング部材11,1
2の上部には連結部材23〜27が遣形に基づく所定位
置とされて配置され、連結部材23〜27は貫通孔40
に補強筋30を挿入しながら高さレベル調整ボルト32
上に載せられる。このボルト32を回転操作してフーチ
ング部材11,12からの突出量を調整することによ
り、それぞれの連結部材23〜27の高さレベルは同一
とされる。
After the plurality of footing members are connected in series as described above, the height level adjusting bolt 32 shown in FIG. 12 is screwed into the nut 33 shown in FIGS. The lower end male thread of the reinforcing bar 30 of FIG. 12 is screwed into the nut 31 indicated by 3 and the reinforcing bar 30 is connected to the footing member 1.
Stand on 1,12. Thereafter, the footing members 11, 1
The connection members 23 to 27 are disposed at predetermined positions based on the shape of the connection in the upper part of the second member 2.
Height adjustment bolt 32 while inserting reinforcement 30
Put on top. By adjusting the amount of protrusion from the footing members 11 and 12 by rotating the bolt 32, the height levels of the connecting members 23 to 27 are made the same.

【0027】この後、連結部材23〜27の間には梁部
材21,22が配置され、この配置作業は、梁部材21
の貫通孔40に補強筋30を挿入しながら、連結部材2
3〜27の雌接続具42の溝42Aに梁部材21,22
の雄接続具38の突起38Aを上方から挿入して行う。
連結部材23〜27の雌接続具42の下部には前述の通
り凸段部47が設けられ、一方、梁部材21,22の雄
接続具38の下部には前述の通り凹段部41が設けられ
ているため、凸段部47と凹段部41が係合することに
より、梁部材21,22は両端部が連結部材23〜27
で支持されながらフーチング部材11,12上に配置さ
れる。また、凹段部41と凸段部47の高さ寸法は同じ
Bであるため、連結部材23〜27と梁部材21,22
の高さレベルは、図13に示す通り、自ずと一致する。
Thereafter, the beam members 21 and 22 are arranged between the connecting members 23 to 27.
While the reinforcing bar 30 is inserted into the through hole 40 of the connecting member 2.
The beam members 21 and 22 are inserted into the grooves 42A of the female connector 42 of Nos. 3 to 27.
The projection 38A of the male connector 38 is inserted from above.
As described above, the convex step 47 is provided below the female connector 42 of the connecting members 23 to 27, while the concave step 41 is provided below the male connector 38 of the beam members 21 and 22. Since the convex step 47 and the concave step 41 are engaged with each other, both ends of the beam members 21 and 22 are connected to the connecting members 23 to 27.
While being supported on the footing members 11 and 12. Also, since the height of the concave step 41 and the height of the convex step 47 are the same B, the connecting members 23 to 27 and the beam members 21 and 22
Has the same height level as shown in FIG.

【0028】すなわち、本実施例によれば、高さレベル
調整ボルト32は連結部材23〜27が配置される箇所
だけに設ければよく、梁部材21,22が配置される箇
所には設ける必要がないため、それだけ部品点数の削
減、作業工数の減少を達成できる。
That is, according to the present embodiment, the height level adjusting bolt 32 may be provided only at the position where the connecting members 23 to 27 are disposed, and must be provided at the position where the beam members 21 and 22 are disposed. Since there are no such components, the number of parts and the number of work steps can be reduced accordingly.

【0029】以上の作業後、溝42Aと突起38Aとが
係合状態となっている雌接続具42と雄接続具38の孔
43,39に図10の通りピン55が打ち込まれ、この
ピン55で雌接続具42と雄接続具38とが接続されて
連結部材23〜27と梁部材21,22とが連結され
る。このため、本実施例によれば、ピン55の打ち込み
作業によって基礎のPC製立上部を形成する連結部材2
3〜27と梁部材21,22とを簡単に連結でき、ボル
ト、ナットによる連結作業と比べ、作業時間の短縮、作
業の簡単化を達成できる。
After the above operation, a pin 55 is driven into the holes 43 and 39 of the female connector 42 and the male connector 38 in which the groove 42A and the projection 38A are engaged, as shown in FIG. Thus, the female connector 42 and the male connector 38 are connected, and the connecting members 23 to 27 and the beam members 21 and 22 are connected. For this reason, according to this embodiment, the connecting member 2 which forms the base PC standing part by the driving operation of the pin 55
3 to 27 and the beam members 21 and 22 can be easily connected, so that the operation time can be shortened and the operation can be simplified as compared with the connection operation using bolts and nuts.

【0030】また、本実施例によれば、連結部材23〜
27は前述の通り住宅ユニット1のコーナ部と対応する
位置に配置され、住宅ユニット1から延びるアンカーボ
ルト44が挿入される有底孔45を備えているため、こ
れらの連結部材23〜27は位置基準部材となってお
り、基礎のPC製立上部を形成する連結部材23〜27
と梁部材21,22のうち、この位置基準部材である連
結部材23〜27をフーチング部材11,12の上部に
先に配置し、この後、梁部材21,22の配置作業を行
うため、これらによって出来上がる基礎の立上部は、連
結部材と梁部材を1個ずつ交互に順番に配置して立上部
を作った場合と比べ、配置位置誤差が累積されないこと
から、高精度のものとなる。
According to the present embodiment, the connecting members 23 to
27 is provided at a position corresponding to the corner of the housing unit 1 as described above, and has a bottomed hole 45 into which an anchor bolt 44 extending from the housing unit 1 is inserted. Connecting members 23 to 27 serving as reference members and forming a base PC standing part
Of the beam members 21 and 22, the connection members 23 to 27, which are the position reference members, are first arranged above the footing members 11 and 12, and after that, the work of arranging the beam members 21 and 22 is performed. The raised part of the foundation formed by this method is of high accuracy because the arrangement position error is not accumulated as compared with a case where the connecting part and the beam member are alternately arranged one by one in order and the raised part is made.

【0031】以上の作業が終了したときには、図14、
図15に示す通り、フーチング部材11,12と連結部
材23〜27、梁部材21,22との間には高さレベル
調整ボルト32による隙間56が生じている。この隙間
56をグラウト材57で埋めるために、隙間56の両側
部をシール材58で塞いだ後、連結部材23〜27と梁
部材21に上下に貫通して形成された貫通孔40の上端
開口部からグラウト材57を注入する。注入されたグラ
ウト材57は貫通孔40内を重力により確実に流下し、
隙間56に充填されるとともに、貫通孔40をも埋める
ことになる。
When the above operation is completed, FIG.
As shown in FIG. 15, a gap 56 is formed between the footing members 11 and 12, the connecting members 23 to 27, and the beam members 21 and 22 by the height level adjusting bolt 32. In order to fill the gap 56 with the grout material 57, both ends of the gap 56 are closed with a sealing material 58, and then the upper end opening of a through hole 40 formed vertically through the connecting members 23 to 27 and the beam member 21. The grout material 57 is injected from the part. The injected grout material 57 surely flows down in the through hole 40 by gravity.
The gap 56 is filled and the through hole 40 is also filled.

【0032】このため、隙間56をグラウト材57で埋
めるためにグラウト材57を隙間56の狭い側部から注
入する作業を行う必要がなく、グラウト材57の注入作
業を容易に行え、かつ、隙間56へのグラウト材の充填
を重力を利用して確実に行え、また、補強筋30を挿入
するために連結部材23〜27、梁部材21に設けた貫
通孔40内へのグラウト材57の充填作業も同時に行え
る。
For this reason, it is not necessary to perform the work of injecting the grout material 57 from the narrow side of the gap 56 in order to fill the gap 56 with the grout material 57, and the work of injecting the grout material 57 can be easily performed. The grouting material can be reliably filled into 56 using gravity, and the grouting material 57 is filled into the through holes 40 provided in the connecting members 23 to 27 and the beam member 21 for inserting the reinforcing bars 30. Work can be done at the same time.

【0033】グラウト材57が凝固すると、フーチング
部材11,12による下部の幅広なフーチング部と、連
結部材23〜27および梁部材21,22による上部の
縦長な立上部とからなる基礎が完成する。この基礎で
は、図1で示した連結部材23〜27の各長さL1 ,2
L1 、梁部材21の長さL2 とフーチング部材11,1
2の長さL5 との関係から、連結部材23,24,27
と梁部材21との接続部59はフーチング部材11同
士、12同士の接続部60からずれることになる。すな
わち、接続部59と接続部60は一致しない。このた
め、接続部59はフーチング部材11,12で補強さ
れ、接続部60は梁部材21で補強され、この結果、基
礎の全体的強度は必要とされる大きさとなる。さらに、
接続部59と接続部60とが一致しないのに加え、図1
に示すように、立上部材20上に載置された住宅ユニッ
ト1同士の接続部も、それらの接続部59,60に対し
てずれているから、住宅ユニット1の接続部に集中し易
いユニット住宅の荷重を接続部59,60以外の箇所で
受けることができ、ユニット住宅に対する基礎の支持強
度を向上させることができる。しかも、フーチング部材
11,12、連結部材24,27においては、これらの
接続部59,60、および住宅ユニット1の各接続部が
単にずれているだけではなく、住宅ユニット1同士の接
続部が載置される連結部材24,27が、フーチング部
材11同士、12同士の接続部60を跨がない位置、す
なわち一つのフーチング部材11または12内に納まる
ように当該フーチング部材11,12上に配置されてい
るため、複数の住宅ユニット1の荷重を集中して受ける
連結部材24,27をフーチング部材11,12の広い
面状部分で支持でき、特にフーチング部材11同士、1
2同士の接続部60にかかる負荷を確実に軽減できる。
When the grout material 57 solidifies, a foundation consisting of the lower wide footing portion formed by the footing members 11 and 12 and the vertically elongated rising portion formed by the connecting members 23 to 27 and the beam members 21 and 22 is completed. On this basis, the lengths L1, 2 of the connecting members 23 to 27 shown in FIG.
L1, the length L2 of the beam member 21 and the footing member 11, 1
2, the length of the connecting members 23, 24, 27
The connecting portion 59 between the beam member 21 and the footing member 11 is shifted from the connecting portion 60 between the footing members 11 and 12. That is, the connection portion 59 and the connection portion 60 do not match. For this reason, the connecting portion 59 is reinforced by the footing members 11 and 12, and the connecting portion 60 is reinforced by the beam member 21, so that the overall strength of the foundation is as large as required. further,
In addition to the fact that the connection portions 59 and 60 do not match, FIG.
As shown in (2), since the connecting portions of the housing units 1 placed on the rising member 20 are also shifted with respect to the connecting portions 59 and 60, the units that are easily concentrated on the connecting portions of the housing unit 1 The load of the house can be received at places other than the connection portions 59 and 60, and the support strength of the foundation for the unit house can be improved. Moreover, footing members
11, 12, and the connecting members 24, 27
The connection portions 59 and 60 and each connection portion of the housing unit 1
Not only are they shifted, but also the
The connecting members 24 and 27 on which the connecting portions are placed are connected to the footing portions.
A position where the connecting portions 60 between the members 11 and 12 are not straddled,
That is, it fits in one footing member 11 or 12.
Are arranged on the footing members 11 and 12 as described above.
To receive the load of a plurality of housing units 1 in a concentrated manner
The connecting members 24 and 27 are widened by the footing members 11 and 12.
It can be supported by a planar portion.
The load on the connecting portion 60 between the two can be reliably reduced.

【0034】また、梁部材21,22と連結部材23〜
27とを連結するためにこれらの端部に設けられた雄接
続具38と雌接続具42とのうち、雌接続具42の片側
の側面はコンクリート製の被覆部46で覆われ、互いに
接続されて基礎の外輪郭を形成した梁部材21,22、
連結部材23〜26ではこの被覆部46が住宅外側とな
るため、完成した基礎では、図13で示す通り、両方の
接続具38,42は住宅の外側に露出しない。このた
め、金属製の接続具38,42が雨風にさらされること
はなく、従って接続具38,42の耐久性を向上させる
ことができ、また、金属製の接続具38,42が住宅の
外部から見えないため、基礎の外観性を向上させること
ができる。
The beam members 21 and 22 and the connecting members 23 to
Of the male connector 38 and the female connector 42 provided at these ends to connect the connector 27, one side surface of the female connector 42 is covered with a concrete covering 46 and connected to each other. Beam members 21 and 22 forming the outer contour of the foundation
In the connecting members 23 to 26, the covering portion 46 is on the outside of the house. Therefore, on the completed foundation, both the connecting members 38 and 42 are not exposed to the outside of the house as shown in FIG. Therefore, the metal fittings 38, 42 are not exposed to rain and wind, so that the durability of the fittings 38, 42 can be improved, and the metal fittings 38, 42 can be installed outside the house. Since it cannot be seen from the outside, the appearance of the foundation can be improved.

【0035】図15は、基礎の上に図16で示した住宅
ユニット1を載せてユニット住宅を建てた状態を示す。
住宅ユニット1のコーナ部と対応する位置に配置された
連結部材23〜27に設けられている有底孔45にグラ
ウト材を充填した後、この有底孔45にアンカーボルト
44を挿入しながら住宅ユニット1をクレーンで基礎の
上に載せる。グラウト材が凝固すると住宅ユニット1は
基礎に結合される。図16は住宅ユニット1の骨組みだ
けを示し、住宅ユニット1はこの骨組みに工場で壁パネ
ル、床パネル等の所要の設備、造作材が取り付けられて
作られ、そして建設現場に運ばれてくる。なお、図1
4、図15で示した61は、根切作業で生じて埋め戻さ
れた土である。
FIG. 15 shows a state in which the house unit 1 shown in FIG. 16 is mounted on a foundation to build a unit house.
After filling grout material into the bottomed holes 45 provided in the connecting members 23 to 27 arranged at positions corresponding to the corners of the housing unit 1, the housing is inserted while the anchor bolts 44 are inserted into the bottomed holes 45. Unit 1 is placed on the foundation with a crane. When the grout solidifies, the housing unit 1 is bonded to the foundation. FIG. 16 shows only the skeleton of the housing unit 1. The housing unit 1 is manufactured by attaching necessary equipment such as wall panels and floor panels and construction materials to the skeleton at a factory, and is then transported to a construction site. FIG.
4. Reference numeral 61 shown in FIG. 15 denotes soil that has been backfilled as a result of the root cutting operation.

【0036】図1で示した基礎は住宅ユニット1を前
後、左右に各2個配置するための基礎であったが、本発
明の基礎は、住宅ユニット1を前後、左右に各3個配置
できるようにした基礎であってもよく、このような場合
でも、住宅ユニット1の使用個数が異なる各種のユニッ
ト住宅の基礎を基礎構成部材の共通化を図って作ること
ができ、必要とされる基礎構成部材の種類を減少できる
とともに、PC製のこれらの基礎構成部材を作るための
型枠の種類、個数も減少できる。
The foundation shown in Figure 1 before and after the housing unit 1, was the basis for the two arranged on the left and right, the onset
The foundation of Ming may be a foundation in which three housing units 1 can be arranged in front, back, left and right, in such a case.
But, the number of used residential unit 1 can make working to standardize basic components the basis of different variety of unit housing, it is possible to reduce the kinds of basic components required, made PC of The type and number of molds for making the basic components can also be reduced.

【0037】以上説明した実施例は建物がユニット住宅
の場合であったが、本発明はこれ以外の建物の基礎にも
適用できる。
Although the embodiment described above is a case where the building is a unit house, the present invention can be applied to the foundation of other buildings.

【0038】[0038]

【発明の効果】本発明によれば、基礎を形成するPC製
フーチング部材同士の接続部とPC製立上部材同士の接
続部とをずらせたため、フーチング部材同士の接続部は
立上部材で補強され、立上部材同士の接続部はフーチン
グ部材で補強され、このため、基礎を多数の基礎構成部
材の接続によって形成しても、基礎の全体的な強度を必
要とされる大きさにできる。
According to the present invention, the connection between the PC footing members forming the base and the connection between the PC rising members are shifted from each other, so that the connection between the footing members is reinforced by the rising member. The connection between the rising members is reinforced with a footing member, so that even if the foundation is formed by connecting a number of foundation components, the overall strength of the foundation can be made as large as required.

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

【図1】基礎の全体平面図である。FIG. 1 is an overall plan view of a foundation.

【図2】第1番目のフーチング部材の平面図である。FIG. 2 is a plan view of a first footing member.

【図3】第2番目のフーチング部材の平面図である。FIG. 3 is a plan view of a second footing member.

【図4】第1番目の梁部材の斜視図である。FIG. 4 is a perspective view of a first beam member.

【図5】第2番目の梁部材の斜視図である。FIG. 5 is a perspective view of a second beam member.

【図6】第1番目の連結部材の斜視図である。FIG. 6 is a perspective view of a first connecting member.

【図7】第2番目の連結部材の斜視図である。FIG. 7 is a perspective view of a second connecting member.

【図8】第3番目の連結部材の斜視図である。FIG. 8 is a perspective view of a third connecting member.

【図9】第4番目の連結部材の斜視図である。FIG. 9 is a perspective view of a fourth connecting member.

【図10】第5番目の連結部材の斜視図である。FIG. 10 is a perspective view of a fifth connecting member.

【図11】フーチング部材同士を連結する状態を示す斜
視図である。
FIG. 11 is a perspective view showing a state where the footing members are connected to each other.

【図12】フーチング部材に補強筋を立設した状態を示
す斜視図である。
FIG. 12 is a perspective view showing a state in which a reinforcing bar is erected on the footing member.

【図13】梁部材と連結部材とを接続した状態を示す斜
視図である。
FIG. 13 is a perspective view showing a state in which a beam member and a connecting member are connected.

【図14】梁部材における基礎の縦断面図である。FIG. 14 is a longitudinal sectional view of a foundation in a beam member.

【図15】連結部材における基礎の縦断面図である。FIG. 15 is a vertical sectional view of a foundation in a connecting member.

【図16】住宅ユニットの骨組みを示す斜視図である。FIG. 16 is a perspective view showing a skeleton of a housing unit.

【符号の説明】[Explanation of symbols]

10 PC製フーチング部材 11〜13 フーチング部材 20 PC製立上部材 21,22 梁部材 23〜27 連結部材 30 補強筋 32 高さレベル調整部材である高さレベル調整ボルト 38 雄接続具 40 貫通孔 41 凹段部 42 雌接続具 44 アンカー部材であるアンカーボルト 46 コンクリート製被覆部 47 凸段部 51 地盤 55 ピン 56 隙間 57 グラウト材 59,60 接続部 DESCRIPTION OF SYMBOLS 10 PC footing member 11-13 Footing member 20 PC rising member 21,22 Beam member 23-27 Connecting member 30 Reinforcement bar 32 Height level adjusting bolt 38 which is a height level adjusting member 38 Male connector 40 Through hole 41 Recessed step part 42 Female connector 44 Anchor bolt as an anchor member 46 Concrete covering part 47 Convex step part 51 Ground 55 Pin 56 Gap 57 Grout material 59, 60 Connection part

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 プレキャストコンクリート製フーチング
部材と、このフーチング部材の上部に配置され、かつ箱
状の住宅ユニットが載置されるプレキャストコンクリー
ト製立上部材とを含んで形成されたユニット式の建物の
基礎であって、 前記フーチング部材は直列に複数個接続されているとと
もに、前記立上部材も直列に複数個接続され、前記住宅
ユニットも水平方向に複数個接続され、前記フーチング
部材の接続部と前記立上部材の接続部と前記住宅ユニッ
トの接続部とがずれており、かつ前記複数の立上部材のうちの前記住宅ユニット同士
の接続部が載置される立上部材は、前記フーチング部材
同士の接続部を跨がない位置に配置されている ことを特
徴とする建物の基礎。
1. A unit-type building comprising a precast concrete footing member and a precast concrete standing member disposed on the footing member and on which a box-shaped housing unit is placed. A foundation, wherein a plurality of the footing members are connected in series, a plurality of the rising members are also connected in series, and a plurality of the housing units are also connected in the horizontal direction, and a connection portion of the footing member. The connecting portion of the rising member and the connecting portion of the housing unit are shifted, and the housing units of the plurality of rising members are connected to each other.
The rising member on which the connecting portion is placed is the footing member.
A foundation for a building, wherein the foundation is located at a position where it does not straddle a connection part between the two .
JP14681091A 1991-05-21 1991-05-21 Building foundation Expired - Fee Related JP3169230B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14681091A JP3169230B2 (en) 1991-05-21 1991-05-21 Building foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14681091A JP3169230B2 (en) 1991-05-21 1991-05-21 Building foundation

Publications (2)

Publication Number Publication Date
JPH04343915A JPH04343915A (en) 1992-11-30
JP3169230B2 true JP3169230B2 (en) 2001-05-21

Family

ID=15416043

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14681091A Expired - Fee Related JP3169230B2 (en) 1991-05-21 1991-05-21 Building foundation

Country Status (1)

Country Link
JP (1) JP3169230B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013174047A (en) * 2012-02-23 2013-09-05 Sakai Kagaku Kogyo Kk Heat shield curing method and heat shield curing sheet for cold weather concrete

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3854321B2 (en) * 1995-06-14 2006-12-06 三井住友建設株式会社 Base isolation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013174047A (en) * 2012-02-23 2013-09-05 Sakai Kagaku Kogyo Kk Heat shield curing method and heat shield curing sheet for cold weather concrete

Also Published As

Publication number Publication date
JPH04343915A (en) 1992-11-30

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