JPH07116827B2 - Forming method of stepped foundation of house - Google Patents

Forming method of stepped foundation of house

Info

Publication number
JPH07116827B2
JPH07116827B2 JP1211015A JP21101589A JPH07116827B2 JP H07116827 B2 JPH07116827 B2 JP H07116827B2 JP 1211015 A JP1211015 A JP 1211015A JP 21101589 A JP21101589 A JP 21101589A JP H07116827 B2 JPH07116827 B2 JP H07116827B2
Authority
JP
Japan
Prior art keywords
foundation
house
sheath tube
concrete slurry
dam
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
JP1211015A
Other languages
Japanese (ja)
Other versions
JPH0376932A (en
Inventor
昌宏 佐藤
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 JP1211015A priority Critical patent/JPH07116827B2/en
Publication of JPH0376932A publication Critical patent/JPH0376932A/en
Publication of JPH07116827B2 publication Critical patent/JPH07116827B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、住宅の段差付き基礎を成形するための方法に
関する。
Description: FIELD OF THE INVENTION The present invention relates to a method for molding a stepped foundation of a house.

〔背景技術〕[Background technology]

工場で予め生産された複数の住宅ユニットを建設現場を
組み合わせることにより建てられる工業化住宅において
は、例えば玄関に対して居間の天井高さを高くするた
め、一階の各住宅ユニットを上面高さを揃えながら玄関
用住宅ユニットの下端よりも居間用住宅ユニットの下端
を下げることが必要な場合があり、このためには住宅の
基礎を上下の段差付きとすることが必要になる。
In an industrialized house built by combining a plurality of housing units pre-produced in a factory at a construction site, for example, in order to increase the ceiling height of the living room with respect to the entrance, the top surface of each housing unit on the first floor In some cases, it is necessary to lower the lower end of the living room housing unit more than the lower end of the entrance housing unit while aligning them, and for this purpose, it is necessary to make the foundation of the house stepped up and down.

また、特開昭55−30084に示されているように、玄関の
上がり框の高さを必要とされる高さとする場合にも、住
宅の基礎を上下の段差付きとすることが必要になる。
Further, as shown in JP-A-55-30084, it is necessary to make the foundation of the house stepped up and down even when the height of the rising frame of the entrance is set to a required height.

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

以上のような段差付き基礎を作る方法として、基礎成形
用の型枠内にコンクリートスラリーを低い高さレベルま
で打設し、このスラリーの固化後、所定箇所にさらにコ
ンクリートスラリーを打設することにより、上下の段差
が設けられた基礎を作ることが考えられるが、これによ
ると、コンクリートスラリー打設作業が2回必要とな
り、作業期間が長くなってしまう問題の他に、コスト高
になるという問題も生ずる。
As a method of making a foundation with steps as described above, by pouring concrete slurry into a mold for foundation molding to a low height level, and after solidifying this slurry, concrete slurry is further poured at a predetermined location. It is possible to make a foundation with upper and lower steps, but this requires the concrete slurry pouring work twice, which causes a long working period and high cost. Also occurs.

本発明の目的は、1回のコンクリートスラリー打設作業
によって上下の段差付き基礎を作ることが可能になる住
宅の段差付き基礎の成形方法を提供するところにある。
It is an object of the present invention to provide a method for forming a stepped foundation of a house, which enables the formation of upper and lower stepped foundations by a single operation of placing concrete slurry.

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

本発明に係る住宅の段差付き基礎の成形方法は、水平な
天部材と、この天部材の下面に垂直に設けられた堰部材
と、前記天部材から垂直下方に延びるとともに、下面に
基礎とこの基礎の上に建てられる住宅とを結合するため
に基礎に固定される基礎住宅結合部材が着脱自在に取り
付けられた延出部とを備えた基礎住宅結合部材セット治
具を用意し、この基礎住宅結合部材セット治具の前記天
部材を基礎成形用の型枠の上面に載せてこの型枠内に前
記堰部材を垂直に配置し、前記型枠内にコンクリートス
ラリーを打設して前記堰部材で仕切られたこのコンクリ
ートスラリーの上面高さをこの堰部材を境として異なら
せ、前記コンクリートスラリーの固化後、前記基礎住宅
結合部材を基礎に残して前記基礎住宅結合部材セット治
具を前記型枠から取り外すことを特徴とするものであ
る。
A method of forming a stepped foundation of a house according to the present invention includes a horizontal top member, a dam member vertically provided on the lower surface of the top member, a vertically extending downward direction from the top member, and a base on the lower surface. A base house connecting member set jig having an extension part to which a base house connecting member fixed to the base for connecting to a house built on the base is detachably attached is prepared. The ceiling member of the joining member setting jig is placed on the upper surface of a mold for basic molding, the dam member is vertically arranged in the mold, and concrete slurry is cast into the mold to form the dam member. The height of the upper surface of the concrete slurry partitioned by the weir member is made to be a boundary, and after the solidification of the concrete slurry, the basic house connecting member set jig is left on the foundation and the basic house connecting member set jig is set to the formwork. From It is characterized in that Rihazusu.

〔作用〕[Action]

堰部材の仕切作用によって型枠内は区画され、型枠に打
設されたコンクリートスラリーの流動が堰部材により阻
止されるため、1回のコンクリートスラリー打設作業で
上下の段差が設けられた基礎ができ上がる。
The inside of the formwork is divided by the partitioning action of the dam member, and the flow of the concrete slurry cast on the formwork is blocked by the dam member. Is completed.

特に本発明では、堰部材は、基礎とこの基礎の上に建て
られる住宅とを結合するために基礎に固定される基礎住
宅結合部材を基礎成形用型枠にセットにするための基礎
住宅結合部材セット治具に設けられているため、この基
礎住宅結合部材セット治具は、堰部材によって基礎に段
差を形成するための段差形成部材を兼ねることになり、
また、このセット治具の天部材を型枠の上面に載せる
と、前記基礎住宅結合部材を型枠にセットする作業と堰
部材を型枠内に配置する作業とを同時に行なえるため、
2種類の作業を短時間で完了できる。
Particularly in the present invention, the weir member is a basic house connecting member for setting a basic house connecting member fixed to the base for connecting the base and a house built on the base to a base forming formwork. Since it is provided on the setting jig, this basic housing connecting member setting jig also serves as a step forming member for forming a step on the foundation by the dam member,
Also, when the top member of this setting jig is placed on the upper surface of the formwork, the work of setting the basic housing coupling member on the formwork and the work of placing the dam member in the formwork can be performed at the same time,
Two types of work can be completed in a short time.

〔実施例〕〔Example〕

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。
An embodiment of the present invention will be described below with reference to the accompanying drawings.

第1図で示す住宅1は、工場で予め生産された複数の箱
型住宅ユニット2を建設現場で左右、前後、上下に組み
合わせることにより建てられる工業化住宅であり、1階
の住宅ユニット2には、基礎3内に埋設されたシース管
4にグラウト材5で固定されるアンカーボルト6が下向
きに突設されている。
The housing 1 shown in FIG. 1 is an industrialized housing constructed by combining a plurality of box-shaped housing units 2 pre-produced in a factory at the construction site in left, right, front, back, and top. An anchor bolt 6 fixed by a grout material 5 is projected downwardly on a sheath tube 4 embedded in the foundation 3.

1階の住宅ユニット2のうち住宅ユニット2B,2Cは、住
宅ユニット2Aよりも天井高さを高くするため、長い上下
寸法を有し、このため基礎3には上下の段差7が設けら
れる。
The housing units 2B and 2C among the housing units 2 on the first floor have a long vertical dimension in order to make the ceiling height higher than that of the housing unit 2A. Therefore, the foundation 3 is provided with the vertical steps 7.

第2図には基礎3の全体形状が示され、この基礎3の直
線部AおよびT字部Bに段差7が設けられ、これらの段
差7の上部、下部に、基礎とこの基礎の上に建てられる
住宅とを結合するために基礎に固定される基礎住宅結合
部材である前記シース管4が埋設配置されている。
FIG. 2 shows the overall shape of the foundation 3, and steps 7 are provided on the straight line portion A and the T-shaped portion B of the foundation 3, and on the upper and lower portions of these steps 7, on the foundation and on this foundation. The sheath pipe 4, which is a basic house connecting member fixed to the base to connect with a house to be built, is embedded and arranged.

第3図、第4図は基礎3を作る場合において直線部Aに
適用される基礎住宅結合部材セット治具であるシース管
セット治具10を示し、このシース管セット治具10は、上
部の水平な天部材11と、天部材11から垂直下方に延び、
かつその延出長さが異なる2個の延出部12,13と、これ
らの延出部12,13の間において天部材11の下面側に垂直
に取り付けられた堰部材14とを備えて構成されている。
FIGS. 3 and 4 show a sheath tube setting jig 10 which is a basic house connecting member setting jig applied to the straight line portion A when the foundation 3 is made. Horizontal top member 11 and vertically downward from the top member 11,
In addition, two extension parts 12 and 13 having different extension lengths and a dam member 14 vertically attached to the lower surface side of the top member 11 between the extension parts 12 and 13 are configured. Has been done.

天部材11は基礎成形用型枠8の間隔よりも大きい幅寸法
を有し、その上面に第4図の通りレベル調整用ボルト15
を螺合挿入するためのナット16が固設されている。また
第3図の通り天部材11には一対の開口部17が形成され、
これらの開口部17の位置と一致して前記延出部12,13が
設けられる。これらの延出部12,13は板金をコ字型に折
り曲げ加工して形成されたもので、上部両端のフランジ
部12A,12B,13A,13Bが天部材11の下面に溶接で結合され
ることにより、延出部12,13は天部材11に取り付けられ
る。
The top member 11 has a width dimension larger than the space between the base forming molds 8 and has a level adjusting bolt 15 on its upper surface as shown in FIG.
A nut 16 for screw-inserting is fixedly installed. As shown in FIG. 3, a pair of openings 17 are formed in the top member 11,
The extending portions 12 and 13 are provided so as to correspond to the positions of these openings 17. These extending portions 12 and 13 are formed by bending a sheet metal into a U-shape, and the flange portions 12A, 12B, 13A and 13B at both ends of the upper portion are joined to the lower surface of the ceiling member 11 by welding. Thus, the extending portions 12 and 13 are attached to the ceiling member 11.

第4図の通り延出部12の下方への延出長さは延出部13よ
りも長く、前記シース管4が取り付けられる延出部12,1
3の下面12C,13Cには補強用の小片18が固設される。下面
12C,13Cおよび小片18には第3図の通り孔19が設けられ
る。
As shown in FIG. 4, the extension length of the extension portion 12 downward is longer than that of the extension portion 13, and the extension portions 12, 1 to which the sheath tube 4 is attached are attached.
Small pieces 18 for reinforcement are fixedly mounted on the lower surfaces 12C and 13C of the third member. Bottom
Holes 19 are provided in 12C, 13C and the small piece 18 as shown in FIG.

前記堰部材14は第3図の通り型枠8の長手方向に延びる
長さを有し、その上端が天部材11の下面に溶接で結合さ
れることにより、堰部材14は天部材11に取り付けられ
る。堰部材14は長さ方向両端に延出部13側、すなわち前
記段差7の高位側に屈曲した屈曲部14A,14Bを有し、シ
ース管セット治具10が型枠8に配置されたとき、これら
の屈曲部14A,14Bは型枠8の内面に当接するようになっ
ている。また堰部材14の下面の長手方向両端側には補強
用のリブ14Cが設けられている。
The dam member 14 has a length extending in the longitudinal direction of the mold 8 as shown in FIG. 3, and its upper end is joined to the lower surface of the ceiling member 11 by welding, so that the dam member 14 is attached to the ceiling member 11. To be The weir member 14 has bent portions 14A and 14B that are bent toward the extending portion 13 side, that is, the higher side of the step 7 at both ends in the length direction, and when the sheath tube setting jig 10 is placed on the form 8, These bent portions 14A, 14B are adapted to come into contact with the inner surface of the mold 8. Reinforcing ribs 14C are provided on both ends of the lower surface of the dam member 14 in the longitudinal direction.

第5図、第6図は第2図で示した基礎3のT字部Bに適
用される基礎住宅結合部材セット治具であるシース管セ
ット治具20を示し、このシース管セット治具20の基本的
な構造は前記シース管セット治具10と同じである。すな
わち、シース管セット治具20は、上面にレベル調整用ボ
ルト25が螺合挿入されるナット26を備えた水平な天部材
21と、天部材21から異なる延出長さで下方へ延びる2個
の延出部22,23と、これらの延出部22,23の間に設けられ
た堰部材24とを含んで構成されている。延出部22,23は
共に板金の折り曲げ加工で形成され、延出部22の一方の
端部のフランジ部22Aは天部材21の下面に、他方の端部2
2Bは堰部材24の下面にそれぞれ溶接で結合され、また、
延出部23の一方の端部のフランジ部23Aは天部材21の下
面に、他方の端部のフランジ部23Bは堰部材24の側面に
それぞれ溶接で結合されている。
5 and 6 show a sheath tube setting jig 20 which is a basic house connecting member setting jig applied to the T-shaped portion B of the foundation 3 shown in FIG. The basic structure of is the same as that of the sheath tube setting jig 10. That is, the sheath tube setting jig 20 is a horizontal top member having a nut 26 on the upper surface of which the level adjusting bolt 25 is screwed and inserted.
21 and two extending portions 22 and 23 extending downward from the ceiling member 21 with different extending lengths, and a dam member 24 provided between these extending portions 22 and 23. ing. The extension portions 22 and 23 are both formed by bending a sheet metal, and the flange portion 22A at one end of the extension portion 22 is on the lower surface of the ceiling member 21 and the other end portion 2
2B are welded to the lower surface of the weir member 24, respectively,
The flange portion 23A at one end of the extending portion 23 is welded to the lower surface of the ceiling member 21, and the flange portion 23B at the other end is welded to the side surface of the dam member 24.

第5図の通り天部材21に形成された開口部27の位置と一
致して延出部22.23の下面22C,23Cには小片28が設けら
れ、これらの下面22C,23Cおよび小片28に孔29が設けら
れる。堰部材24は両端に屈曲部24A,24Bを備え、これら
の屈曲部24A,24Bの屈曲方向は、前記シース管セット治
具10の場合と同様に、下方への延出長さが短い延出部23
の方向である。
As shown in FIG. 5, small pieces 28 are provided on the lower surfaces 22C and 23C of the extending portions 22.23 corresponding to the positions of the openings 27 formed in the ceiling member 21, and holes 29 are formed in the lower surfaces 22C and 23C and the small pieces 28. Is provided. The weir member 24 is provided with bent portions 24A and 24B at both ends, and the bent direction of these bent portions 24A and 24B is the same as in the case of the sheath tube setting jig 10 described above and has a short downward extension. Part 23
Direction.

次に、段差7付きの基礎3を作る作業方法を説明する。Next, a working method for making the foundation 3 having the step 7 will be described.

基礎成形用型枠8の多数のパネルを組み合わせることに
より組み立てられ、その内部にコンクリートスラリー打
設空間が設けられる。それぞれのシース管セット治具1
0,20の延出部12,13,22,23の下面12C,13C,22C,23Cにシー
ス管4を取り付ける。このシース管取り付け作業は、シ
ース管4の上端開口部を下面12C,13C,22C,23Cに当てが
い、前記孔19,29に上方から挿入した長軸ボルト30をシ
ース管4の下面に固設されたナット31に螺合し、長軸ボ
ルト30を上端の螺状操作部30Aによる回転操作で締め付
けることにより行われる。
It is assembled by combining a large number of panels of the basic forming frame 8 and a concrete slurry placing space is provided inside thereof. Each sheath tube set jig 1
The sheath tube 4 is attached to the lower surfaces 12C, 13C, 22C, and 23C of the extension portions 12, 13, 22, and 23 of 0 and 20. In this sheath tube mounting operation, the upper end opening of the sheath tube 4 is applied to the lower surfaces 12C, 13C, 22C and 23C, and the long bolt 30 inserted from above into the holes 19 and 29 is fixed to the lower surface of the sheath tube 4. It is carried out by screwing the long shaft bolt 30 into the nut 31 that has been formed, and by tightening the long shaft bolt 30 by the rotation operation by the screw operation portion 30A at the upper end.

次いでそれぞれのシース管セット治具10,20を型枠8の
所定位置に配置し、シース管セット治具10,20の天部材1
1,21を型枠8の上面に載せる。これにより延出部12,13,
22,24、堰部材14,24は型枠8内に挿入され、またシース
管4は型枠8内に吊り下げ状態で配置される。
Next, the respective sheath tube setting jigs 10 and 20 are arranged at predetermined positions on the form 8, and the ceiling member 1 of the sheath tube setting jigs 10 and 20 is placed.
Place 1,21 on the upper surface of the form 8. As a result, the extension parts 12, 13,
22, 24 and the dam members 14 and 24 are inserted into the form 8, and the sheath tube 4 is placed in the form 8 in a suspended state.

前記レベル調整用ボルト15,25を回転操作して天部材11,
21からの突出量を調整することにより、シース管セット
治具10,20を全体的に上下動させてシース管4を型枠8
内における所定の高さ位置とする。また、シース管セッ
ト治具10,20を図示しないロック手段により型枠8に位
置決めロックする。このときには、堰部材14,24の長さ
方向両端の屈曲部14A,14B,24A,24Bは型枠8の内面に当
接している。
Rotating the level adjusting bolts 15 and 25 to the top member 11,
By adjusting the amount of protrusion from 21, the sheath tube setting jigs 10 and 20 are moved up and down as a whole to move the sheath tube 4 to the form 8
At a predetermined height position inside. Further, the sheath tube setting jigs 10 and 20 are positionally locked to the mold 8 by a locking means (not shown). At this time, the bent portions 14A, 14B, 24A, 24B at both longitudinal ends of the dam members 14, 24 are in contact with the inner surface of the mold 8.

この後、型枠8内にコンクリートスラリーを打設し、ス
ラリー上面を上昇させる。スラリー上面が下方への延出
長さが長い延出部12,22の下面12C,22Cまで達した後は、
コンクリートスラリー打設作業を第3図、第5図で示す
所定箇所S1、すなわち基礎3の高さを高くする箇所だけ
について行う。
Then, concrete slurry is poured into the mold 8 to raise the upper surface of the slurry. After the upper surface of the slurry reaches the lower surface 12C, 22C of the extended portion 12, 22 with a long downward extension,
The concrete slurry pouring work is performed only at a predetermined location S 1 shown in FIGS. 3 and 5, that is, a location where the height of the foundation 3 is increased.

箇所S1に打設されたコンクリートスラリーは堰部材14,2
4によって反対側の箇所S2への流動は阻止され、堰部材1
4,24の両端には屈曲部14A,14B,24A,24Bが設けられてい
るため、堰部材14,24の長さ方向へコンクリートスラリ
ーが回り込んで箇所S2にスラリーが流動することはな
い。
The concrete slurry cast at location S 1 is dam member 14,2
The flow to the point S 2 on the opposite side is blocked by 4 and the weir member 1
Since the bent portions 14A, 14B, 24A, 24B are provided at both ends of 4, 24, the concrete slurry does not wrap around in the length direction of the dam members 14, 24 and the slurry does not flow to the location S 2. .

なお、堰部材14,24の下面側において箇所S1とS2は連通
状態となっているが、コンクリートスラリーは大きな粘
性を有するため、堰部材14,24の下面側を通過してコン
クリートスラリーが箇所S2に流動することはない。
Although the locations S 1 and S 2 are in communication with each other on the lower surface sides of the weir members 14 and 24, since the concrete slurry has a large viscosity, the concrete slurry passes through the lower surface sides of the weir members 14 and 24, and It does not flow to point S 2 .

箇所S1へのコンクリートスラリー打設作業はスラリー上
面が延出部13,23の下面13C,23Cに達するまで行う。
The concrete slurry pouring work to the place S 1 is performed until the upper surface of the slurry reaches the lower surfaces 13C and 23C of the extending portions 13 and 23.

以上のように型枠8内に打設されたコンクリートスラリ
ーは堰部材14,24により仕切られ、箇所S1とS2とでは堰
部材14,24を境としてコンクリートスラリーの上面高さ
が異なることになる。
The concrete slurry cast in the mold 8 as described above is partitioned by the weir members 14 and 24, and the heights of the upper surfaces of the concrete slurries are different between the locations S 1 and S 2 with the weir members 14 and 24 as boundaries. become.

コンクリートスラリーがある程度固化した後、前記長軸
ボルト30を螺状操作部30Aの操作で回転させてシース管
4から抜き取り、これによりシース管4とシース管セッ
ト治具10,20とを分離し、またシース管セット治具10,20
を型枠8から取り出し、型枠8内から延出部12,13,22,2
3、堰部材14,24を除去する。
After the concrete slurry is solidified to some extent, the long-axis bolt 30 is rotated by the operation of the screw-shaped operation portion 30A to extract it from the sheath tube 4, whereby the sheath tube 4 and the sheath tube setting jigs 10 and 20 are separated, Also, sheath tube set jig 10,20
Is taken out of the mold 8 and extends from the inside of the mold 8, 12, 13, 22, 2.
3. Remove the dam members 14 and 24.

コンクリートスラリーが完全に固化すれば第2図で示す
基礎3が出来上がり、堰部材14,24により段差7が形成
され、段差7の上部、下部にはシース管4が埋め込まれ
ていることになる。
When the concrete slurry is completely solidified, the foundation 3 shown in FIG. 2 is completed, the step members 7 are formed by the dam members 14 and 24, and the sheath tube 4 is embedded in the upper and lower portions of the step 7.

以上の本実施例によれば、段差7付きの基礎3を1回の
コンクリートスラリー打設作業によって作ることが可能
となり、また、堰部材14,24を備えたシース管セット治
具10,20により段差7の上部、下部の所定箇所にシース
管4を埋め込むことができる。
According to the present embodiment described above, the foundation 3 with the step 7 can be manufactured by one time of the concrete slurry placing work, and the sheath tube setting jigs 10 and 20 having the dam members 14 and 24 can be used. The sheath tube 4 can be embedded in the upper and lower predetermined portions of the step 7.

なお、以上において、シース管セット治具20の堰部材24
の屈曲部24Bは必ずしも必要ではなく、この屈曲部24Bを
設けなくてもコンクリートスラリーの箇所S1からS2への
流動を阻止でき、要すれば堰部材の長さ方向両端が型枠
の内面に当接していればよい。
In the above, the weir member 24 of the sheath tube setting jig 20 is used.
The bent portion 24B is not necessarily required, and the flow of the concrete slurry from the location S 1 to S 2 can be prevented without providing the bent portion 24B, and if necessary, the longitudinal ends of the weir member are the inner surface of the formwork. It just needs to be in contact with.

また、以上の実施例は複数の住宅ユニット2の組み合わ
せで建てられる工業化住宅の場合であったが、本発明に
係る方法はその他の一般住宅の段差付き基礎を作る場合
にも適用できる。
Further, although the above-mentioned embodiment is the case of the industrialized house constructed by combining a plurality of housing units 2, the method according to the present invention can be applied to the case of forming a stepped foundation of other general houses.

〔発明の効果〕〔The invention's effect〕

本発明によれば、段差付き基礎を1回のコンクリートス
ラリー打設作業によって作ることができるようになり、
作業期間の短縮、コストの低減化を達成できる。
According to the present invention, a stepped foundation can be made by one concrete slurry placing operation,
The working period and cost can be reduced.

また、本発明によれば、基礎に段差を形成するための堰
部材は基礎住宅結合部材セット治具に設けられているた
め、このセット治具が段差形成部材を兼ねたものにでき
るとともに、基礎住宅結合部材を基礎成形用型枠にセッ
トする作業と堰部材を型枠内に配置する作業とを同時に
行なえるようになる。
Further, according to the present invention, since the dam member for forming the step on the foundation is provided in the basic house connecting member setting jig, the setting jig can also serve as the step forming member, and It is possible to simultaneously perform the work of setting the housing connecting member in the base forming mold and the work of placing the dam member in the mold.

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

第1図は基礎上に建てられた住宅を示す一部断面図、第
2図は基礎を示す斜視図、第3図はシース管セット治具
を示す平面図、第4図は同正面図、第5図は他のシース
管セット治具を示す平面図、第6図は同正面図である。 1……住宅、2……住宅ユニット、3……基礎、4……
基礎住宅結合部材であるシース管、6……アンカーボル
ト、7……段差、8……型枠、10,20……基礎住宅結合
部材セット治具であるシース管セット治具、11,21……
天部材、12,13,22,23……延出部,14,24……堰部材。
1 is a partial cross-sectional view showing a house built on a foundation, FIG. 2 is a perspective view showing the foundation, FIG. 3 is a plan view showing a sheath tube setting jig, and FIG. 4 is a front view showing the same. FIG. 5 is a plan view showing another sheath tube setting jig, and FIG. 6 is a front view thereof. 1 ... Housing, 2 ... Housing unit, 3 ... Basic, 4 ...
Sheath pipe which is a basic housing connecting member, 6 ... Anchor bolt, 7 ... Step, 8 ... Form, 10,20 ... Sheath tube setting jig which is a basic housing connecting member setting jig, 11,21 ... …
Top member, 12,13,22,23 …… Extended part, 14,24 …… Weir member.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】水平な天部材と、この天部材の下面に垂直
に設けられた堰部材と、前記天部材から垂直下方に延び
るとともに、下面と基礎とこの基礎の上に建てられる住
宅とを結合するために基礎に固定される基礎住宅結合部
材が着脱自在に取り付けられた延出部とを備えた基礎住
宅結合部材セット治具を用意し、 この基礎住宅結合部材セット治具の前記天部材を基礎成
形用の型枠の上面に載せてこの型枠内に前記堰部材を垂
直に配置し、前記型枠内にコンクリートスラリーを打設
して前記堰部材で仕切られたこのコンクリートスラリー
の上面高さをこの堰部材を境として異ならせ、前記コン
クリートスラリーの固化後、前記基礎住宅結合部材を基
礎に残して前記基礎住宅結合部材セット治具を前記型枠
から取り外すことを特徴とする住宅の段差付き基礎の成
形方法。
1. A horizontal ceiling member, a dam member vertically provided on a lower surface of the ceiling member, a vertically extending lower member from the ceiling member, a lower surface, a foundation, and a house built on the foundation. A base house connecting member set jig having an extension part to which a base house connecting member fixed to a base for connection is detachably attached is prepared, and the top member of the base house connecting member set jig is prepared. Is placed on the upper surface of a mold for basic molding, the dam member is vertically arranged in the mold, and concrete slurry is cast in the mold to partition the upper surface of the concrete slurry by the dam member. A height of the weir member is set as a boundary, and after solidification of the concrete slurry, the basic house connecting member set jig is removed from the formwork while leaving the basic house connecting member as a foundation. Step Molding method of base with a difference.
JP1211015A 1989-08-15 1989-08-15 Forming method of stepped foundation of house Expired - Lifetime JPH07116827B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1211015A JPH07116827B2 (en) 1989-08-15 1989-08-15 Forming method of stepped foundation of house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1211015A JPH07116827B2 (en) 1989-08-15 1989-08-15 Forming method of stepped foundation of house

Publications (2)

Publication Number Publication Date
JPH0376932A JPH0376932A (en) 1991-04-02
JPH07116827B2 true JPH07116827B2 (en) 1995-12-18

Family

ID=16598932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1211015A Expired - Lifetime JPH07116827B2 (en) 1989-08-15 1989-08-15 Forming method of stepped foundation of house

Country Status (1)

Country Link
JP (1) JPH07116827B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2718325B2 (en) * 1992-05-15 1998-02-25 富士写真光機株式会社 Endoscope suction operation device
JP2002348883A (en) * 2001-05-29 2002-12-04 Nippon Steel Corp Structure of foundation and construction method thereof
JP6932348B2 (en) * 2017-07-04 2021-09-08 積水ハウス株式会社 Cloth foundation, cloth foundation construction method, solid foundation construction method, and formwork used for the construction method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5610751U (en) * 1979-07-06 1981-01-29
JPS59165736A (en) * 1983-03-09 1984-09-19 Hitoshi Mori Construction of tiered foundation
JPS615950U (en) * 1984-06-15 1986-01-14

Also Published As

Publication number Publication date
JPH0376932A (en) 1991-04-02

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