JPH0728311Y2 - Sheath tube set jig - Google Patents

Sheath tube set jig

Info

Publication number
JPH0728311Y2
JPH0728311Y2 JP9590489U JP9590489U JPH0728311Y2 JP H0728311 Y2 JPH0728311 Y2 JP H0728311Y2 JP 9590489 U JP9590489 U JP 9590489U JP 9590489 U JP9590489 U JP 9590489U JP H0728311 Y2 JPH0728311 Y2 JP H0728311Y2
Authority
JP
Japan
Prior art keywords
sheath tube
foundation
portions
mold
sheath
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
JP9590489U
Other languages
Japanese (ja)
Other versions
JPH0335154U (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 JP9590489U priority Critical patent/JPH0728311Y2/en
Publication of JPH0335154U publication Critical patent/JPH0335154U/ja
Application granted granted Critical
Publication of JPH0728311Y2 publication Critical patent/JPH0728311Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、住宅のアンカーボルトをコンクリート基礎に
固定するシース管をコンクリートスラリー打設時に埋設
セットするための治具に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a jig for burying and setting a sheath pipe for fixing an anchor bolt of a house to a concrete foundation when pouring concrete slurry.

〔背景技術〕[Background technology]

住宅のコンクリート基礎には住宅のアンカーボルトをク
ラウト材を介して固定するためのシース管が埋設され、
このシース管は、従来、基礎成形用型枠の上面に配置さ
れる板部材に取り付られて型枠内に挿入され、コンクリ
ートスラリー打設によって基礎に埋設されていた。
In the concrete foundation of the house, a sheath pipe for fixing the anchor bolt of the house through the clout material is embedded,
Conventionally, this sheath tube has been attached to a plate member arranged on the upper surface of a base molding frame, inserted into the frame, and embedded in the foundation by concrete slurry casting.

現在、工場で予め生産された箱型の住宅ユニットを建設
現場で複数組合わせることにより建てられる工業化住宅
が広く普及しており、この工業化住宅において、例えば
玄関よりも居間の天井高さを高くするために、玄関用住
宅ユニットの下面高さと居間用住宅ユニットの下面高さ
とをずらせることができるように基礎に上下の段差を設
けることが行われる場合がある。
At present, industrialized houses constructed by combining a plurality of box-shaped housing units pre-produced in factories at a construction site are widely used. In this industrialized house, for example, the ceiling height of the living room is made higher than the entrance. Therefore, a step may be provided on the foundation so that the bottom surface height of the entrance housing unit and the bottom surface height of the living room housing unit can be offset from each other.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

工業化住宅において、各住宅ユニットにはアンカーボル
トが設けられ、アンカーボルトはグラウト材、シース管
を介して基礎に固定されるが、基礎が前述した上下の段
差付きの場合には段差の両側に住宅用ユニットが配置さ
れるため、段差の上部、下部にシース管を埋設すること
が必要になる。
In industrialized houses, anchor bolts are provided in each housing unit, and the anchor bolts are fixed to the foundation via grout material and sheath pipe.If the foundation has the above-mentioned steps, the housing is located on both sides of the steps. Since the unit for use is arranged, it is necessary to embed the sheath tubes in the upper and lower portions of the step.

従来において、前記板部材に複数のシース管が取り付け
られてこれらのシース管が前記型枠内に配置される場
合、各々のシース管は、同じ高さ位置で板部材に取り付
られていたため、上下の段差付き基礎にシース管を埋設
するための作業には従来のものを使用できなかった。
Conventionally, when a plurality of sheath tubes are attached to the plate member and these sheath tubes are arranged in the mold, each sheath tube is attached to the plate member at the same height position, Conventional work could not be used for burying the sheath tube in the upper and lower stepped foundations.

なお、本考案と関連性を有する従来技術として実開昭59
−142342号、特開昭58−20830号及び特公昭61−30094号
がある。
It should be noted that as a conventional technique related to the present invention, Shokai Sho 59
-142342, JP-A-58-20830 and JP-B-61-30094.

本考案の目的は、基礎が上下の段差付きの場合に、段差
の上部、下部にシース管を埋没することが可能になるシ
ース管セット治具を提供するところにある。
An object of the present invention is to provide a sheath tube setting jig capable of burying a sheath tube in the upper and lower portions of the step when the foundation has upper and lower steps.

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

本考案に係るシース管セット治具は、住宅基礎成形用の
型枠の上面に配置される天部材と、この天部材から前記
型枠内に異なる延出長さで下方へ延び、下面にシース管
が着脱自在に取り付けられる2個の延出部と、これらの
延出部の間に配置される垂直な堰部材とを含んで構成さ
れているところに特徴を有する。
The sheath tube setting jig according to the present invention comprises a ceiling member arranged on the upper surface of a mold for housing foundation molding, a downward extension from the ceiling member into the mold with different extension lengths, and a sheath on the lower surface. It is characterized in that the pipe is configured to include two extending portions to which the pipe is detachably attached and a vertical dam member arranged between these extending portions.

〔作用〕[Action]

シース管は型枠内への延出長さが異なる2個の延出部の
下面に取り付けられて型枠内に配置されるため、シース
管の高さ位置を相違させることができ、また、2個の延
出部の間に垂直な堰部材が設けられるため、型枠内にコ
ンクリートスラリーを打設するとこの堰部材によってコ
ンクリートスラリーが仕切られ、スラリー上面高さが堰
部材を境として異なり、この結果、上下の段差を有する
基礎ができるとともに、段差の上部、下部にシース管が
埋設されることになる。
Since the sheath tube is attached to the lower surfaces of the two extending portions having different extension lengths into the form and is arranged in the form, the height positions of the sheath tube can be different, and Since a vertical dam member is provided between the two extending portions, when the concrete slurry is cast in the formwork, the concrete slurry is partitioned by the dam member, and the height of the slurry upper surface is different from the dam member as a boundary. As a result, a base having upper and lower steps is formed, and the sheath tube is embedded in the upper and lower portions of the step.

〔実施例〕〔Example〕

以下に本考案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 the sheath tube 4 is embedded above and below the steps 7. ing.

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。
3 and 4 show a sheath tube setting jig 10 applied to the straight line portion A when the foundation 3 is made. The sheath tube setting jig 10 includes an upper horizontal top member 11 and a top member. Two extending portions 12 and 13 that extend vertically downward from 11 and have different extending lengths, and a top member between these extending portions 12 and 13.
A dam member (14) vertically attached to the lower surface of (11) is provided.

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2
2,23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22B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2
3B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 applied to the T-shaped portion B of the foundation 3 shown in FIG. 2, and the basic structure of this sheath tube setting jig 20 is the sheath tube described above. Set jig 10
Is the same as. That is, the sheath tube setting jig 20 includes a horizontal top member 21 having a nut 26 into which a level adjusting bolt 25 is screwed and inserted into the upper surface, and two pieces extending downward from the top member 21 with different extension lengths. Extensions 23, 23 and these extensions 2
And a weir member 24 provided between the two. 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 has a top member 21.
The lower surface of the other end 22B is welded to the lower surface of the dam member 24, and the flange portion 23A at one end of the extending portion 23 is connected to the lower surface of the ceiling member 21 and at the other end. Flange part 2
3B are welded to the side surfaces of the weir 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は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を上端の蝶状操作部30Aによる回転操作で締め付
けることにより行われる。
The basic forming frame 8 is assembled by combining a large number of panels, and a concrete slurry placing space is provided therein. 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 which has been formed, and tightening the long shaft bolt 30 by the rotating operation by the butterfly-shaped 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 ends of the dam members 14, 24 in the lengthwise direction 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を蝶状操作部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 has solidified to some extent, the long-axis bolt 30 is rotated by the operation of the butterfly-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、本考案に
係る治具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 jig according to the present invention can be applied to the case of forming a stepped foundation of other general houses.

〔考案の効果〕[Effect of device]

本考案によれば、基礎が上下の段差付きの場合に、段差
の上部、下部にシース管を埋設できるようになるという
効果を得られる。
According to the present invention, it is possible to obtain an effect that the sheath tube can be embedded in the upper part and the lower part of the step when the foundation has steps.

【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…シース
管、6…アンカーボルト、7…段差、8…型枠、10,20
…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 ... Foundation, 4 ... Sheath tube, 6 ... Anchor bolt, 7 ... Step, 8 ... Formwork, 10, 20
… Sheath tube setting jig, 11,21… Top member, 12, 13, 22, 23…
Extension part, 14, 24 ... Dam member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】住宅基礎成形用の型枠の上面に配置される
天部材と、この天部材から前記型枠内に異なる延出長さ
で下方へ延び、下面にシース管が着脱自在に取り付けら
れる2個の延出部と、これらの延出部の間に配置される
垂直な堰部材とを含んで構成されることを特徴とするシ
ース管セット治具。
1. A ceiling member arranged on the upper surface of a mold for forming a house foundation, and downwardly extending from the ceiling member into the mold with different extension lengths, and a sheath tube detachably attached to the lower surface. A sheath tube setting jig, characterized in that it comprises two extending portions and a vertical dam member arranged between these extending portions.
JP9590489U 1989-08-15 1989-08-15 Sheath tube set jig Expired - Fee Related JPH0728311Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9590489U JPH0728311Y2 (en) 1989-08-15 1989-08-15 Sheath tube set jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9590489U JPH0728311Y2 (en) 1989-08-15 1989-08-15 Sheath tube set jig

Publications (2)

Publication Number Publication Date
JPH0335154U JPH0335154U (en) 1991-04-05
JPH0728311Y2 true JPH0728311Y2 (en) 1995-06-28

Family

ID=31645138

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9590489U Expired - Fee Related JPH0728311Y2 (en) 1989-08-15 1989-08-15 Sheath tube set jig

Country Status (1)

Country Link
JP (1) JPH0728311Y2 (en)

Also Published As

Publication number Publication date
JPH0335154U (en) 1991-04-05

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