JPH07243418A - Position adjuster and supporter for shaft, and structure of installing anchor bolt, double floor, and wall - Google Patents
Position adjuster and supporter for shaft, and structure of installing anchor bolt, double floor, and wallInfo
- Publication number
- JPH07243418A JPH07243418A JP5988894A JP5988894A JPH07243418A JP H07243418 A JPH07243418 A JP H07243418A JP 5988894 A JP5988894 A JP 5988894A JP 5988894 A JP5988894 A JP 5988894A JP H07243418 A JPH07243418 A JP H07243418A
- Authority
- JP
- Japan
- Prior art keywords
- shaft
- pedestal
- receiving member
- shaft body
- bottom plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Finishing Walls (AREA)
- Floor Finish (AREA)
- Insertion Pins And Rivets (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、アンカーボルト等の
軸体の位置調整支持装置、およびこの支持装置を用いた
アンカーボルト，２重床，壁の据付構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a position adjusting and supporting device for a shaft body such as an anchor bolt, and an anchor bolt, double floor, and wall installation structure using this supporting device.
【０００２】[0002]
【従来の技術】従来、柱脚等のアンカーボルトを地盤の
所定位置に設置する場合、捨てコンクリートにアングル
材等の脚部材を予め埋め込んでおき、この脚部材にアン
カーフレームを、高さ方向および前後左右に位置調整し
ながら溶接する方法が一般に採られている。アンカーフ
レームは、複数本のアンカーボルトを添プレート等に取
付けたものである。2. Description of the Related Art Conventionally, when an anchor bolt such as a column base is installed at a predetermined position on the ground, a leg member such as an angle member is embedded in abandoned concrete in advance, and the anchor frame is attached to the leg member in the height direction and Generally, a method of welding while adjusting the position in the front-rear direction and the left-right direction is adopted. The anchor frame has a plurality of anchor bolts attached to an attachment plate or the like.
【０００３】[0003]
【発明が解決しようとする課題】しかし、脚部材の埋め
込み位置に精度が出せず、位置調節しながら溶接するこ
とが必要となるため、アンカーボルトを所定位置に精度
良く据え付けるのに多大の時間と労力を要している。こ
のような据え付け位置の調整の問題は、アンカーボルト
に限らず、例えば２重床の床材の支持脚等、軸体の支持
に一般に生じている。However, since the position where the leg member is embedded cannot be accurately measured and welding is required while adjusting the position, it takes a lot of time to accurately mount the anchor bolt at a predetermined position. It takes effort. Such a problem of adjusting the installation position is not limited to the anchor bolt, but generally occurs in supporting a shaft body such as a supporting leg of a floor material of a double floor.
【０００４】この発明の目的は、アンカーボルトなどの
軸体を、簡単に精度良く位置調整して支持することので
きる軸体の位置調整支持装置およびこの装置を用いたア
ンカーボルト，２重床，壁の据付構造を提供することで
ある。An object of the present invention is to provide a position adjusting and supporting device for a shaft body which can easily and accurately position and support a shaft body such as an anchor bolt, an anchor bolt using this device, a double floor, It is to provide a wall mounting structure.
【０００５】[0005]
【課題を解決するための手段】請求項１の発明の軸体の
位置調整支持装置は、台座と軸体受部材とを備える。前
記台座は外側へ張り出した底板を有する筒状であって、
その内径面に雌ねじが形成され、底板の外側張出部分に
取付孔が形成されたものである。前記軸体受部材は、外
径面の下部が前記雌ねじに螺合する雄ねじに、上部が締
付工具係合用の非円形部に各々形成され、かつ内径面が
軸体の端部を受ける下窄まりの円錐状面に形成されたも
のである。According to a first aspect of the present invention, there is provided a shaft position adjusting and supporting device including a pedestal and a shaft receiving member. The pedestal has a cylindrical shape having a bottom plate protruding outward,
A female screw is formed on the inner diameter surface of the bottom plate, and a mounting hole is formed in the outer protruding portion of the bottom plate. The shaft body receiving member has a lower outer diameter surface formed on a male screw threaded to the female thread, an upper portion formed on a non-circular portion for engaging a tightening tool, and an inner diameter surface lower surface for receiving an end portion of the shaft body. It is formed on a conical surface of constriction.
【０００６】請求項２の軸体の位置調整支持装置は、上
記構成において、軸体受部材を上下に貫通したものと
し、台座の底板の中央に覗き孔を設けたものである。According to a second aspect of the present invention, in the position adjusting and supporting device of the shaft body, the shaft body receiving member is vertically penetrated, and the peep hole is provided at the center of the bottom plate of the pedestal.
【０００７】この発明のアンカーボルト据付構造は、ア
ンカーフレームに組まれた複数本のアンカーボルトの下
端を、各々請求項２記載の軸体の位置調整支持装置で支
持したものである。前記台座は地盤上に配置して底板の
前記取付孔を貫通する固着具で地盤に固定し、かつ前記
アンカーボルトの下端を前記軸体受部材の前記円錐面状
の内径面の中間高さ部分で受ける。In the anchor bolt installation structure of the present invention, the lower ends of the plurality of anchor bolts assembled in the anchor frame are supported by the shaft position adjusting and supporting device according to the second aspect of the invention. The pedestal is arranged on the ground and fixed to the ground by a fastener penetrating the mounting hole of the bottom plate, and the lower end of the anchor bolt is an intermediate height portion of the conical inner diameter surface of the shaft receiving member. Receive at.
【０００８】この発明の２重床の据付構造は、各々軸体
状の複数本の支持脚を有する複数の床部材を躯体の床面
上に敷き詰め、前記各床部材の各支持脚を請求項２記載
の軸体の位置調整支持装置で支持したものである。前記
台座は躯体床面上に配置して底板の前記取付孔を貫通す
る固着具で躯体床面に固定し、かつ前記支持脚の下端を
前記軸体受部材の前記円錐面状の内径面の中間高さ部分
で受ける。In the double-floor installation structure of the present invention, a plurality of floor members each having a plurality of shaft-shaped support legs are spread on the floor surface of the body, and each support leg of each floor member is claimed. It is supported by the position adjusting and supporting device of the shaft body described in 2. The pedestal is arranged on the skeleton floor surface and is fixed to the skeleton floor surface by a fastener penetrating the mounting hole of the bottom plate, and the lower end of the support leg is of the conical inner surface of the shaft body receiving member. Receive at the middle height.
【０００９】この発明の壁の据付構造は、請求項１記載
の軸体の位置調整支持装置で建物の内装用壁板を建物躯
体に据え付けたものである。前記台座は、その底板を建
物躯体の側面に配置して前記取付孔を貫通する固着具で
前記建物躯体に固定する。前記軸体受部材には内径面に
弾性係合突片を一体に設け、前記内装用壁板にはくびれ
部付きの軸体を突設してこの軸体のくびれ部を前記軸体
受部材の前記弾性係合突片に係合させる。In the wall installation structure of the present invention, the interior wall plate for a building is installed on the building body by the position adjusting and supporting device for a shaft according to the first aspect. The bottom plate of the pedestal is arranged on a side surface of the building body, and is fixed to the building body by a fastener penetrating the mounting hole. An elastic engagement projection piece is integrally provided on the inner diameter surface of the shaft body receiving member, and a shaft body having a constriction portion is projectingly provided on the interior wall plate, and the constriction portion of the shaft body is formed by the shaft body receiving member. Of the elastic engaging protrusions.
【００１０】請求項６ないし請求項８の発明の軸体の位
置調整支持装置は、いずれも台座と軸体受部材とを備
え、台座および軸体受部材の少なくとも一方を放射状に
並ぶリブで構成したものである。軸体受部材の内径面あ
るいは各リブの内側端面は、下部が中心側へ近づく傾斜
面ないし円錐状面とし、この内径面または複数のリブの
内側端面で、軸体の端部を受けるものとする。このう
ち、請求項６の位置調整支持装置は、軸体受部材を、放
射状に並ぶ複数のリブを繋ぎ材部で一体に連結したもの
とする。請求項７の位置調整支持装置は、台座を放射状
に並ぶ複数のリブで構成する。請求項８の位置調整支持
装置は、台座と軸体受部材の両方を、放射状に並ぶ複数
のリブで構成する。Each of the shaft position adjusting and supporting devices of the inventions of claims 6 to 8 is provided with a pedestal and a shaft receiving member, and at least one of the pedestal and the shaft receiving member is formed by ribs arranged radially. It was done. The inner diameter surface of the shaft receiving member or the inner end surface of each rib is an inclined surface or a conical surface whose lower portion approaches the center side, and the inner diameter surface or the inner end surface of the plurality of ribs receives the end portion of the shaft. To do. Of these, in the position adjusting and supporting device according to the sixth aspect, the shaft receiving member is formed by integrally connecting a plurality of radially arranged ribs by a connecting member portion. According to a seventh aspect of the position adjusting and supporting device, the pedestal is composed of a plurality of ribs arranged in a radial pattern. In the position adjusting support device according to the eighth aspect, both the pedestal and the shaft receiving member are composed of a plurality of ribs arranged in a radial pattern.
【００１１】[0011]
【作用】請求項１の構成の軸体の位置調整支持装置によ
ると、台座は、地盤や建物躯体等の据え付け面に対し
て、底板の取付孔を貫通する固着具で固定する。この台
座に螺合した軸体受部材の円錐面状の内径面で軸体の端
部を受け止める。この場合に、軸体の前後左右の位置
は、台座の据え付け面に対する設置位置で調整する。軸
体受部材の内径面は下窄まりの円錐状面としてあるの
で、その内径面のガイドにより軸体を軸径の差異などに
左右されることなく容易に軸体受部材の中心位置に位置
決めできる。軸体の高さ位置は、軸体受部材をその非円
径部に係合するスパナなどの締付工具で回動させること
で行える。According to the shaft position adjusting and supporting device of the first aspect of the invention, the pedestal is fixed to the installation surface of the ground, building frame, or the like by a fastener that penetrates the mounting hole of the bottom plate. The conical inner diameter surface of the shaft receiving member screwed to the pedestal receives the end of the shaft. In this case, the front, rear, left and right positions of the shaft body are adjusted by the installation position of the pedestal with respect to the installation surface. Since the inner diameter surface of the shaft receiving member is a conical surface with a downward constriction, the shaft can be easily positioned at the center position of the shaft receiving member by the guide of the inner diameter surface without being affected by differences in shaft diameter. it can. The height position of the shaft can be adjusted by rotating the shaft receiving member with a tightening tool such as a spanner that engages with the non-circular diameter portion.
【００１２】請求項２の構成の場合は、地盤や建物躯体
等の据え付け面に施された位置決め用目印を、軸体受部
材の上から台座の底板中央の覗き孔を通して見ることが
でき、この目印に合わせて台座の位置調整が行える。In the case of the structure of claim 2, the positioning mark provided on the installation surface of the ground or the building frame can be seen from above the shaft receiving member through the peep hole in the center of the bottom plate of the pedestal. The position of the pedestal can be adjusted according to the mark.
【００１３】この構成のアンカーボルトの据付構造で
は、台座の底板中央の覗き孔を通して、捨てコンクリー
ト上に墨打ちされた地墨等の目印を見ることができ、こ
の地墨等に合わせて台座の位置調整が行える。また、ア
ンカーフレームに組まれた複数本のアンカーボルトの下
端を軸体受部材の内径面の中間高さ部分で受け止め、軸
体受部材を回動させることで、各アンカーボルトの高さ
位置を調整できる。個々のアンカーボルトの高さ調整が
行えるので、アンカーフレームの傾き修正も行える。In the anchor bolt installation structure of this construction, it is possible to see the marks such as ground ink stamped on the discarded concrete through the peep hole in the center of the bottom plate of the pedestal. The position can be adjusted. In addition, the lower end of each of the anchor bolts assembled in the anchor frame is received by the intermediate height portion of the inner diameter surface of the shaft receiving member, and the shaft receiving member is rotated to determine the height position of each anchor bolt. Can be adjusted. Since the height of each anchor bolt can be adjusted, the tilt of the anchor frame can also be corrected.
【００１４】この構成の２重床の据付構造では、台座を
躯体床面上に固定し、その軸体受部材の内径面の中間高
さ部分で床部材の支持脚を受け止めることにより、床部
材を高さ調整および傾き調整可能に支持することができ
る。この高さ調整および傾き調整は、各支持脚の軸体受
部材を回動させることによって容易に行える。In the double-floor installation structure of this construction, the pedestal is fixed on the floor surface of the skeleton, and the supporting leg of the floor member is received at the intermediate height portion of the inner diameter surface of the shaft receiving member, whereby the floor member is fixed. Can be supported for height adjustment and tilt adjustment. This height adjustment and tilt adjustment can be easily performed by rotating the shaft receiving member of each support leg.
【００１５】この構成の壁の据付構造では、台座の底板
を建物躯体の側面に固定し、その軸体受部材の内径面
に、内装用壁板に突設された軸体を差し込むことで、軸
体のくびれ部を軸体受部材の内径面の弾性係合片に係合
させ、内装用壁板を建物躯体に据え付けることができ
る。内装用壁板の建物躯体側面からの出入り位置は、軸
体受部材を回動させることにより容易に調整できる。In the wall installation structure of this structure, the bottom plate of the pedestal is fixed to the side surface of the building frame, and the shaft body protruding from the interior wall plate is inserted into the inner diameter surface of the shaft body receiving member. The constricted portion of the shaft can be engaged with the elastic engagement piece on the inner diameter surface of the shaft receiving member, and the interior wall plate can be installed on the building frame. The position of entrance and exit of the interior wall plate from the side surface of the building body can be easily adjusted by rotating the shaft receiving member.
【００１６】請求項６ないし請求項８の位置調整支持装
置によると、台座は、地盤や建物躯体等の据え付け面に
対して、底板を固着具または接着剤等で固定する。この
台座に螺合した軸体受部材の円錐面状の内径面、または
傾斜した複数のリブ内側端面で軸体の端部を受け止め
る。この場合に、軸体の前後左右の位置は、台座の据え
付け面に対する設置位置で調整する。軸体受部材の内径
面、あるいは各リブの内側端面は、下窄まりの円錐状
面、または下部が中心側へ近づく傾斜面としてあるの
で、その内径面またはリブ内側端面のガイドにより、軸
体を軸径の差異などに左右されることなく容易に軸体受
部材の中心位置に位置決めできる。軸体の高さ位置は、
軸体受部材を台座に対して回動させることで行える。According to the position adjusting support device of the sixth to eighth aspects, the pedestal fixes the bottom plate to the installation surface such as the ground or the building frame with a fixing tool or an adhesive. The conical inner surface of the shaft receiving member screwed to the pedestal or the inclined inner ends of the ribs receive the end of the shaft. In this case, the front, rear, left and right positions of the shaft body are adjusted by the installation position of the pedestal with respect to the installation surface. Since the inner diameter surface of the shaft receiving member or the inner end surface of each rib is a conical surface with a downward constriction, or the lower part is an inclined surface that approaches the center side, the shaft member is guided by the inner diameter surface or the rib inner end surface. Can be easily positioned at the center position of the shaft receiving member without being affected by differences in shaft diameter. The height position of the shaft is
This can be done by rotating the shaft receiving member with respect to the pedestal.
【００１７】請求項６および請求項８の構成の位置調整
支持装置の場合は、軸体受部材が放射状のリブで構成さ
れるため、作業者の指がリブ間に入り、そのため工具を
使用せずに容易に軸体受部材を回すことができる。請求
項８の構成の場合は、台座と軸体受部材との両方がリブ
で構成されるため、台座のリブ間の隙間に軸体受部材の
リブを任意深さまで挿入した後、軸体受部材を回転させ
ることで、軸体受部材を台座に螺合させることができ
る。そのため、ねじ込み深さの調整が迅速に行える。In the case of the position adjusting and supporting device of the sixth and eighth aspects, since the shaft receiving member is composed of the radial ribs, the operator's fingers enter between the ribs, and therefore the tool should be used. The shaft receiving member can be easily turned without the need. In the case of the structure of claim 8, since both the pedestal and the shaft receiving member are composed of ribs, the rib of the shaft receiving member is inserted into the gap between the ribs of the pedestal to a desired depth, and then the shaft receiving member is inserted. By rotating the member, the shaft receiving member can be screwed into the pedestal. Therefore, the screwing depth can be adjusted quickly.
【００１８】[0018]
【実施例】この発明の一実施例を図１に基づいて説明す
る。この軸体の位置調整支持装置１は、円筒状に形成さ
れた台座２と、同じく円筒状に形成された軸体受部材３
とからなる。これら台座２および軸体受部材３は、例え
ばポリプロピレン、塩化ビニル樹脂またはポリエチレン
などの高強度の樹脂でモールド成形したものである。後
に述べる各実施例における台座および軸体受部材も上記
樹脂でモールド成形される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described with reference to FIG. The shaft position adjusting and supporting device 1 includes a pedestal 2 formed in a cylindrical shape and a shaft receiving member 3 formed in the same cylindrical shape.
Consists of. The pedestal 2 and the shaft receiving member 3 are molded with a high-strength resin such as polypropylene, vinyl chloride resin, or polyethylene. The pedestal and the shaft receiving member in each of the examples described later are also molded with the above resin.
【００１９】台座２は、図１（Ｂ）に平面図で示すよう
に４箇所を外側張出部分４ａとした円盤状の底板４を有
し、内径面には雌ねじ５が形成されている。底板４の各
外側張出部分４ａには取付孔６が形成されている。ま
た、底板４の中央には覗き孔７が形成されている。底板
４の裏面は、中央に向けて上り勾配となるテーパ面４ｂ
とされている。As shown in the plan view of FIG. 1B, the pedestal 2 has a disk-shaped bottom plate 4 having four outside protruding portions 4a, and an internal thread 5 is formed on the inner diameter surface thereof. A mounting hole 6 is formed in each outer protruding portion 4 a of the bottom plate 4. A peephole 7 is formed in the center of the bottom plate 4. The back surface of the bottom plate 4 has a taper surface 4b that has an upward slope toward the center.
It is said that.
【００２０】軸体受部材３は、台座２の雌ねじ５に螺合
する雄ねじ８が外径面の下半部に形成され、上部にはス
パナなどの締付工具の係合用として、非円形部である六
角頭部９が形成されている。軸体受部材３の内径面は、
軸体であるアンカーボルト１１の端部を中間高さ部分で
受け止められるように下窄まりの円錐状面１０に形成さ
れている。The shaft body receiving member 3 is formed with a male screw 8 which is screwed into the female screw 5 of the pedestal 2 in the lower half portion of the outer diameter surface, and has a non-circular portion for engaging a tightening tool such as a spanner in the upper portion. A hexagonal head 9 is formed. The inner diameter surface of the shaft receiving member 3 is
It is formed on the conical surface 10 with a downward constriction so that the end portion of the anchor bolt 11, which is a shaft, can be received at the intermediate height portion.
【００２１】図２は、前記位置調整支持装置１を用い
て、アンカーボルト１１を地盤の捨コンクリート１２上
に据え付けた構造を示す。４本のアンカーボルト１１
は、アンカーフレームとなる上端型板プレート１３で上
端部が互いに連結されている。すなわち、各アンカーボ
ルト１１の上端の雄ねじ部１１ａに螺着した上下一対の
ナット１４で上端型板プレート１３を挟むことにより、
各アンカーボルト１１の上端が上端型板プレート１３の
四隅に連結されている。FIG. 2 shows a structure in which the anchor bolt 11 is installed on the waste concrete 12 of the ground by using the position adjusting support device 1. 4 anchor bolts 11
Have their upper ends connected to each other by an upper template plate 13 serving as an anchor frame. That is, by sandwiching the upper end template plate 13 with a pair of upper and lower nuts 14 screwed to the male screw portion 11a at the upper end of each anchor bolt 11,
The upper ends of the anchor bolts 11 are connected to the four corners of the upper template plate 13.
【００２２】これらアンカーボルト１１の下端部は、そ
れぞれ上記位置調整支持装置１を介して捨コンクリート
１２上に支持される。各位置調整支持装置１はコンクリ
ート釘等の固着具１５で捨コンクリート１２上に固定さ
れる。すなわち、捨コンクリート１２上に墨打ちした位
置決め用の地墨１６ａ，１６ｂに合わせて台座２を配置
し、台座２の底板４の外側張出部分４ａの取付孔６に貫
通させて固着具１５を打ち込むことで、台座２が捨コン
クリート１２上に固定される。このとき、台座２の地墨
１６ｂへの位置合わせは、上下に貫通する軸体受部材３
から台座２の底板４の覗き孔７を覗いて、その覗き孔７
の中心に２本の地墨１６ｂの交差部が来るように調整す
ることで、正確かつ容易に行うことことができる。ま
た、地墨１６ｂに外側張出部分４ａの取付孔６を合わせ
て台座２の位置調整も行える。台座２の底板４の裏面は
テーパ面４ｂとしてあるので、多少の凹凸がある捨コン
クリート１２上でも安定よくセットできる。なお、４本
の各アンカーボルト１１の下端の雄ねじ部１１ａには、
上下一対のナット１７，１７が螺着させてあり、これら
ナット１７で各々定着板１８が挟まれている。定着板１
８は、基礎コンクリートに対する定着を良くしてアンカ
ーボルト１１の引き抜き強度を向上させるものである。The lower ends of the anchor bolts 11 are supported on the waste concrete 12 via the position adjusting and supporting device 1, respectively. Each position adjustment support device 1 is fixed on the waste concrete 12 by a fastener 15 such as a concrete nail. That is, the pedestal 2 is arranged in accordance with the positioning ground inks 16a and 16b stamped on the waste concrete 12, and the fixing tool 15 is penetrated through the mounting hole 6 of the outer protruding portion 4a of the bottom plate 4 of the pedestal 2. The pedestal 2 is fixed on the waste concrete 12 by driving. At this time, the pedestal 2 is aligned with the ground ink 16b in such a manner that the shaft receiving member 3 penetrating vertically is used.
Through the peep hole 7 of the bottom plate 4 of the pedestal 2, and then the peep hole 7
The adjustment can be performed accurately and easily by adjusting the intersection of the two ground inks 16b to come to the center. Further, the position of the pedestal 2 can be adjusted by aligning the mounting hole 6 of the outer protruding portion 4a with the ground ink 16b. Since the back surface of the bottom plate 4 of the pedestal 2 has the tapered surface 4b, it can be set stably even on the waste concrete 12 having some unevenness. In addition, in the male screw portion 11a at the lower end of each of the four anchor bolts 11,
A pair of upper and lower nuts 17, 17 are screwed together, and the fixing plate 18 is sandwiched between these nuts 17. Fixing plate 1
No. 8 improves the anchorage of the anchor bolt 11 by improving the anchoring to the basic concrete.
【００２３】各アンカーボルト１１の下端は、対応する
位置調整支持装置１の軸体受部材３の内径面で受け止め
る。その内径面は下窄まりの円錐状面１０となっている
ため、多少位置ずれしたところからアンカーボルト１１
を入れても、あるいはアンカーボルト１１の種類によっ
て軸径に差異があっても、円錐状面１０内に容易に挿入
することができ、また軸体受部材３の中心位置にアンカ
ーボルト１１を位置決めできる。The lower end of each anchor bolt 11 is received by the inner diameter surface of the shaft receiving member 3 of the corresponding position adjusting support device 1. Since the inner diameter surface is a conical surface 10 with a downward constriction, the anchor bolts 11
Can be easily inserted into the conical surface 10 even if the shaft diameter varies depending on the type of the anchor bolt 11, and the anchor bolt 11 is positioned at the central position of the shaft receiving member 3. it can.
【００２４】アンカーボルト１１の高さ位置は、軸体受
部材３の上部の六角頭部９に例えば締付工具であるスパ
ナを係合させ、台座２に対して軸体受部材３を回動させ
ることによって容易に調整できる。この場合に、全本数
のアンカーボルト１１を各位置調整支持装置１に載せた
ままで、個々のアンカーボルト１１の高さ調整が順次行
える。また、これによりアンカーボルト１１や上端型板
プレート１３の傾き調整も行える。At the height position of the anchor bolt 11, the hexagonal head portion 9 at the upper portion of the shaft receiving member 3 is engaged with a wrench such as a tightening tool to rotate the shaft receiving member 3 with respect to the pedestal 2. It can be adjusted easily. In this case, the heights of the individual anchor bolts 11 can be sequentially adjusted with the total number of anchor bolts 11 remaining on the position adjusting and supporting device 1. Further, by this, the inclination adjustment of the anchor bolt 11 and the upper end template plate 13 can be performed.
【００２５】この後、捨コンクリート１２上に固定した
各アンカー１９と、上端型板プレート１３上に設けた連
結ボルト２０とを番線等の振れ止め用線材２１で連結す
る。この連結ボルト２０は、図４に示すように、上端型
板プレート１３上に溶接により固定したナット２２に螺
合させてあり、連結ボルト２０の軸部２０ａには線材２
１の端部を係止させる係止孔２３が形成されている。そ
の係止孔２３に上記振れ止め用線材２１の端部を挿入し
軸部２０ａに線材２１を巻き付けた状態で、連結ボルト
２０を回動させることによって線材２１の張力調整が行
われる。このように連結ボルト２０に線材２１を巻き付
ける構成とすることにより、ターンバクル等の張力調整
部品が不要で、簡単な構成で張力調整が行える。After that, the anchors 19 fixed on the waste concrete 12 and the connecting bolts 20 provided on the upper end template plate 13 are connected by a steady wire 21 such as a wire. As shown in FIG. 4, the connecting bolt 20 is screwed onto a nut 22 fixed on the upper end template plate 13 by welding, and the shaft portion 20 a of the connecting bolt 20 has a wire rod 2.
A locking hole 23 for locking the end portion of 1 is formed. The tension of the wire rod 21 is adjusted by rotating the connecting bolt 20 with the end portion of the steady wire rod 21 inserted into the locking hole 23 and the wire rod 21 wound around the shaft portion 20a. By thus winding the wire rod 21 around the connecting bolt 20, a tension adjusting component such as a turnbuckle is not required, and the tension can be adjusted with a simple structure.
【００２６】図３は別のアンカーボルト１１の据付構造
に前記軸体の位置調整支持装置１を用いた実施例を示
す。この実施例では、４本の各アンカーボルト１１の下
端もアンカーフレームである下端型板プレート２４で連
結し、上端型板プレート１３と下端型板プレート２４と
の間に、さらに複数本のアンカーボルト２５を取付けて
いる。その他の構成は先の実施例と同様である。FIG. 3 shows an embodiment in which the shaft position adjusting and supporting device 1 is used in another anchor bolt 11 installation structure. In this embodiment, the lower ends of the four anchor bolts 11 are also connected to each other by a lower end template plate 24 which is an anchor frame, and a plurality of anchor bolts are provided between the upper end template plate 13 and the lower end template plate 24. 25 is attached. The other structure is the same as that of the previous embodiment.
【００２７】図５および図６は、各々前記軸体の位置調
整支持装置１を用いた２重床の据付構造を示す要部縦断
面図および分解斜視図である。この２重床は、四隅に軸
体状の支持脚２７を有する複数の床部材２６を躯体床面
２８上に敷き詰めて構成されるものであって、上記位置
調整支持装置１を介して床部材２６を躯体床面２８上に
支持する。床部材２６は、平面形状矩形の板材により、
あるいはこの板材と裏面に設けた補強桟とで構成され
る。位置調整支持装置１の躯体床面２８上への固定は、
先の実施例における捨コンクリート１２上への固定と同
様にして行われる。床部材２６の支持脚２７の位置調整
支持装置１への支持は、先の実施例におけるアンカーボ
ルト１１の支持と同様にして行われる。この場合の床部
材２６の高さ調整も、位置調整支持装置１における軸体
受部材３の回動によって容易に行うことができる。FIG. 5 and FIG. 6 are a longitudinal sectional view and an exploded perspective view of a main part showing a double-floor installation structure using the position adjusting and supporting device 1 for the shaft body, respectively. This double floor is constructed by laying a plurality of floor members 26 having shaft-shaped support legs 27 at four corners on a body floor surface 28, and the floor members are provided via the position adjustment support device 1. 26 is supported on the skeleton floor surface 28. The floor member 26 is made of a planar rectangular plate material,
Alternatively, it is composed of this plate material and a reinforcing bar provided on the back surface. The fixing of the position adjustment support device 1 on the body floor surface 28 is as follows.
It is performed in the same manner as the fixing on the waste concrete 12 in the previous embodiment. The support of the support leg 27 of the floor member 26 to the position adjustment support device 1 is performed in the same manner as the support of the anchor bolt 11 in the previous embodiment. In this case, the height of the floor member 26 can be easily adjusted by rotating the shaft body receiving member 3 of the position adjusting and supporting device 1.
【００２８】図７ないし図１０は、この発明の他の実施
例にかかる位置調整支持装置を示す。この位置調整支持
装置５０は、台座５１と軸体受部材５２とを備え、軸体
受部材５２を後述のようにリブ構造としたものである。
台座５１は、内径面に雌ねじ５３が形成されかつ底板５
４を有する筒状のものとする。底板５４は、周壁部５７
から外側へ張出す張出部分５４ａを有し、中心部に覗き
孔５５が形成されると共に、底面および張出部分５４ａ
に小孔５６が形成されている。また、周壁部５７の外周
には複数枚の補強リブ５７ａが設けられている。7 to 10 show a position adjusting support device according to another embodiment of the present invention. The position adjustment support device 50 includes a pedestal 51 and a shaft body receiving member 52, and the shaft body receiving member 52 has a rib structure as described later.
The pedestal 51 has a female screw 53 formed on its inner diameter surface and has a bottom plate 5.
4 has a cylindrical shape. The bottom plate 54 has a peripheral wall portion 57.
Has a projecting portion 54a that projects outward from the bottom, and a peep hole 55 is formed in the center, and the bottom surface and projecting portion 54a
A small hole 56 is formed in the. A plurality of reinforcing ribs 57a are provided on the outer circumference of the peripheral wall portion 57.
【００２９】軸体受部材５２は、図９および図１０
（Ａ）に示すように放射状に並ぶ複数のリブ５８を、略
円錐面の湾曲板状の繋ぎ材部５９で一体に連結したもの
からなる。各リブ５８の外側端面は断面Ｖ字状に形成さ
れ、各リブ５８の外側端面に形成されたねじ溝６０ａに
より、台座５７の雌ねじ５３に螺合する一つの雄ねじ６
０が形成される。また、各リブ５８の内側端面５８ａ
は、下側が放射中心に近づく傾斜面に形成され、これら
複数のリブ５８の内側端面５８ａで軸体６１の端部が受
けられる。前記内側端面５８ａは、断面がＶ字状に形成
されている。軸体６１は、例えば図２の例と同様なアン
カーボルト、または図６の例と同様な床材の丸軸状支持
脚等からなる。The shaft receiving member 52 is shown in FIGS. 9 and 10.
As shown in (A), a plurality of radially arranged ribs 58 are integrally connected by a curved plate-like connecting member 59 having a substantially conical surface. The outer end surface of each rib 58 is formed in a V-shaped cross section, and one male screw 6 that is screwed into the female screw 53 of the pedestal 57 by the screw groove 60a formed on the outer end surface of each rib 58.
0 is formed. Also, the inner end surface 58a of each rib 58
Is formed into an inclined surface whose lower side approaches the radial center, and the inner end surfaces 58a of the plurality of ribs 58 receive the ends of the shaft body 61. The inner end surface 58a has a V-shaped cross section. The shaft body 61 is, for example, an anchor bolt similar to the example of FIG. 2, or a round shaft-shaped support leg of a floor material similar to the example of FIG.
【００３０】この実施例の場合、台座５１は、建物躯体
や地盤の捨コンクリート表面等の据え付け面６２に底面
が接着剤で固定され、あるいは張出部分５４ａの小孔５
６に挿通したコンクリート釘またはねじ等の固着具（図
示せず）で据え付け面６２に固定される。接着剤を使用
する場合、各小孔５６に接着剤が食い込むことで、固定
が強化される。軸体受部材５２は、台座５１へのねじ込
み深さを調整することで、軸体６１の高さが調整でき
る。このとき、軸体受部材５２は複数のリブ５８で形成
されているため、リブ５８間に作業者の指が入り、その
ため手で容易に回して高さ調整できる。また、この実施
例では、軸体受部材５２がリブ５８で形成されているた
め、軸体受部材の全体を中実部材としたものに比べて、
使用材料が節減できる。台座５１も周壁部５７の肉厚を
薄くして補強リブ５７ａを設けた構成であるため、使用
材料が節減できる。In the case of this embodiment, the pedestal 51 has a bottom surface fixed to an installation surface 62 such as a building frame or a ground concrete surface with an adhesive, or a small hole 5 in the projecting portion 54a.
It is fixed to the installation surface 62 with a fixing tool (not shown) such as a concrete nail or a screw inserted in the connector 6. In the case of using an adhesive, the adhesive digs into each small hole 56 to strengthen the fixing. The height of the shaft body 61 of the shaft body receiving member 52 can be adjusted by adjusting the screwing depth into the pedestal 51. At this time, since the shaft receiving member 52 is formed by the plurality of ribs 58, the operator's fingers enter between the ribs 58, and therefore the height can be easily turned by hand to adjust the height. Further, in this embodiment, since the shaft body receiving member 52 is formed by the ribs 58, compared to a case where the whole shaft body receiving member is a solid member,
The materials used can be saved. Since the pedestal 51 also has a configuration in which the wall thickness of the peripheral wall portion 57 is thin and the reinforcing ribs 57a are provided, the material used can be reduced.
【００３１】図１１〜図１２は、さらに他の実施例にか
かる位置調整支持装置を示す。この位置調整支持装置７
０は、台座７１と軸体受部材７２とを備え、台座７１を
後述のリブ構造としたものである。台座７１は、底板７
３上に円筒状部７４を設けると共に、この円筒状部７４
の内周に複数のリブ７５を放射状に設けたものである。
各リブ７５の内側端面に互いに一つの雌ねじ７６を形成
するねじ溝７６ａが形成してある。台座５７の底板７３
は、中心部に覗き孔９１を有し、かつ多数の小孔９２が
各部に形成されている。軸体受部材７２は、図１の例の
軸体受部材３と同じ構成のものであり、外径面の下部が
前記雌ねじに螺合する雄ねじ７７に形成され、上部の外
径部が工具係合用の六角形等の非円形部７８に形成して
ある。軸体受部材７２は上下に貫通したものとし、その
内径面は、軸体６１の端部を受ける下窄まりの円錐状面
７９に形成されている。軸体６１は図７の例と同じもの
である。11 to 12 show a position adjusting support device according to still another embodiment. This position adjustment support device 7
0 is provided with a base 71 and a shaft receiving member 72, and the base 71 has a rib structure described later. The base 71 is the bottom plate 7
3 is provided with a cylindrical portion 74, and the cylindrical portion 74
A plurality of ribs 75 are radially provided on the inner circumference of the.
A thread groove 76a is formed on the inner end surface of each rib 75 to form one female thread 76. Bottom plate 73 of pedestal 57
Has a peephole 91 in the center and a large number of small holes 92 are formed in each part. The shaft body receiving member 72 has the same structure as the shaft body receiving member 3 of the example of FIG. 1, and the lower part of the outer diameter surface is formed into a male screw 77 which is screwed into the female screw, and the outer diameter part of the upper part is a tool. It is formed in a non-circular portion 78 such as a hexagon for engagement. It is assumed that the shaft body receiving member 72 penetrates in the vertical direction, and the inner diameter surface thereof is formed as a conical surface 79 of a downward constriction for receiving the end portion of the shaft body 61. The shaft 61 is the same as the example of FIG. 7.
【００３２】この構成の場合も、図７の例と同様に建物
躯体や捨てコンクリート等の据え付け面６２に底面が接
着剤で固定され、あるいは小孔９２に挿通したコンクリ
ート釘またはねじ等の固着具で据え付け面６２に固定さ
れる。また、図１の例と同様に、軸体６１の高さ調整が
行える。Also in the case of this construction, as in the example of FIG. 7, the bottom is fixed to the installation surface 62 such as a building frame or abandoned concrete with an adhesive, or a fixing tool such as a concrete nail or a screw inserted into the small hole 92. It is fixed to the mounting surface 62 with. Further, similarly to the example of FIG. 1, the height of the shaft body 61 can be adjusted.
【００３３】図１３〜図１４は、さらに他の実施例にか
かる位置調整支持装置を示す。この位置調整支持装置８
０は、台座８１と軸体受部材８２とを備え、両者８１，
８２をリブ構造としたものである。台座８１は図１１の
例の台座７１と同じ構成であり、軸体受部材８２は図７
の例と同様である。すなわち、台座８１は、底板７３上
に円筒状部７４を設けると共に、この円筒状部７４の内
周に複数のリブ７５を放射状に設けたものである。各リ
ブ７５の内側端面に互いに一つの雌ねじ７６を形成する
ねじ溝７６ａが形成してある。台座５７の底板７３は、
中心部に覗き孔９１を有し、かつ多数の小孔９２が各部
に形成されている。13 to 14 show a position adjusting support device according to still another embodiment. This position adjustment support device 8
0 is provided with a pedestal 81 and a shaft receiving member 82.
82 has a rib structure. The pedestal 81 has the same structure as the pedestal 71 in the example of FIG.
Is similar to the example. That is, the pedestal 81 has a cylindrical portion 74 provided on the bottom plate 73 and a plurality of ribs 75 radially provided on the inner circumference of the cylindrical portion 74. A thread groove 76a is formed on the inner end surface of each rib 75 to form one female thread 76. The bottom plate 73 of the pedestal 57 is
A peep hole 91 is formed in the center, and a large number of small holes 92 are formed in each part.
【００３４】軸体受部材８２は、放射状に並ぶ複数のリ
ブ５８を、略円錐面の湾曲板状の繋ぎ材部５９で一体に
連結したものからなる。リブ５８は、台座８１のリブ７
５と同じピッチで同じ個数設け、台座８１のリブ７５，
７５間に進入可能な厚みとしてある。各リブ５８の外側
端面は断面Ｖ字状に形成され、各リブ５８の外側端面に
形成されたねじ溝６０ａにより、台座５７の雌ねじ５３
に螺合する一つの雄ねじ６０が形成される。また、各リ
ブ５８の内側端面５８ａは、下側が放射中心に近づく傾
斜面に形成され、これら複数のリブ５８の内側端面５８
ａで軸体６１の端部が受けられる。前記内側端面５８ａ
は、断面がＶ字状に形成されている。軸体６１は、例え
ば図２の例と同様なアンカーボルト、または図６の例と
同様な床材の丸軸状支持脚等からなる。The shaft body receiving member 82 is formed by integrally connecting a plurality of ribs 58 arranged in a radial pattern by a curved plate-shaped connecting member 59 having a substantially conical surface. The rib 58 is the rib 7 of the pedestal 81.
5, the same pitch and the same number are provided for the ribs 75 of the base 81,
The thickness is such that it can enter between 75. The outer end surface of each rib 58 is formed in a V-shaped cross section, and the internal thread 53 of the pedestal 57 is formed by the thread groove 60a formed on the outer end surface of each rib 58.
One male screw 60 that is screwed into is formed. The inner end surface 58a of each rib 58 is formed as an inclined surface whose lower side approaches the radial center, and the inner end surface 58a of each of the plurality of ribs 58 is formed.
The end of the shaft 61 is received by a. The inner end surface 58a
Has a V-shaped cross section. The shaft body 61 is, for example, an anchor bolt similar to the example of FIG. 2, or a round shaft-shaped support leg of a floor material similar to the example of FIG.
【００３５】この構成の場合も、図７の実施例と同様に
軸体６１の高さ調整が行える。しかも、この実施例で
は、図１４（Ｂ）のように台座８１のリブ７５，７５間
の隙間に軸体受部材８２のリブ５８を任意深さまで挿入
した後、軸体受部材８２を若干回転させることで、軸体
受部材８２を台座８１に螺合させることができる。その
ため、ねじ込み深さの調整が迅速に行える。Also in this structure, the height of the shaft 61 can be adjusted as in the embodiment of FIG. Moreover, in this embodiment, as shown in FIG. 14B, after the rib 58 of the shaft receiving member 82 is inserted into the gap between the ribs 75 of the pedestal 81 to an arbitrary depth, the shaft receiving member 82 is slightly rotated. By doing so, the shaft receiving member 82 can be screwed into the pedestal 81. Therefore, the screwing depth can be adjusted quickly.
【００３６】図１５（Ａ）は、この軸体の位置調整支持
装置１を用いた壁の据付構造を示す要部縦断面図であ
る。次に特に説明する構成以外は、図１の例と同じ構成
である。この壁は、位置調整支持装置１を介して柱等の
建物躯体の側面２９に内装用壁板３０を据え付けたもの
であって、位置調整支持装置１の軸体受部材３の内径面
には弾性係合突片３１が一体に形成される。一方、内装
用壁板３０の裏面にはくびれ部３２ａを中胴部に有する
複数の軸体３２が突設されている。この軸体３２のくび
れ部３２ａが位置調整支持装置１の軸体受部材３の内径
面の弾性係合突片３１に係合することによって、内装用
壁板３０が位置調整支持装置１に連結され、これにより
内装用壁板３０が位置調整支持装置１を介して建物躯体
の側面２９に据え付けられる。位置調整支持装置１の建
物躯体側面２９への固定は、先の実施例における捨コン
クリート１２上への固定と同様に、台座２の底板４の外
側張出部分４ａの取付孔６を貫通する木ねじ等の固着具
３３で台座２を建物躯体側面２９へ固定することにより
行われる。建物躯体の側面２９からの内装用壁板３０の
突出量は、位置調整支持装置１における軸体受部材３を
回動させることによって容易に調整することができる。
軸体３２の先端には同図（Ｂ）のようにすり割り溝３２
ｂを形成してもよく、これにより先端部が弾性変形して
弾性係合突片３１の奥側へ容易に挿入可能となる。すり
割り溝３２ｂは、プラス形状等としてもよい。FIG. 15 (A) is a longitudinal sectional view of an essential part showing a wall installation structure using the shaft position adjusting and supporting device 1. The configuration is the same as the example of FIG. 1 except for the configuration described below. This wall is one in which an interior wall plate 30 is installed on a side surface 29 of a building body such as a pillar via the position adjustment support device 1, and the inner wall surface of the shaft receiving member 3 of the position adjustment support device 1 The elastic engagement projection piece 31 is integrally formed. On the other hand, on the back surface of the interior wall plate 30, a plurality of shaft bodies 32 having a constricted portion 32a in the middle trunk portion are provided in a protruding manner. The constricted portion 32a of the shaft body 32 engages with the elastic engaging projection 31 of the inner diameter surface of the shaft body receiving member 3 of the position adjusting and supporting device 1, so that the interior wall plate 30 is connected to the position adjusting and supporting device 1. As a result, the interior wall plate 30 is installed on the side surface 29 of the building frame via the position adjustment supporting device 1. The fixing of the position adjusting support device 1 to the side surface 29 of the building body is the same as the fixing on the waste concrete 12 in the previous embodiment, the wood screw penetrating the mounting hole 6 of the outer protruding portion 4a of the bottom plate 4 of the pedestal 2. This is performed by fixing the pedestal 2 to the side surface 29 of the building frame with a fixing tool 33 such as. The amount of protrusion of the interior wall plate 30 from the side surface 29 of the building frame can be easily adjusted by rotating the shaft receiving member 3 of the position adjusting and supporting device 1.
At the tip of the shaft body 32, as shown in FIG.
b may be formed, whereby the tip end portion is elastically deformed and can be easily inserted into the inner side of the elastic engagement projection piece 31. The slot groove 32b may have a plus shape or the like.
【００３７】なお、図１５の例において、図１６に示す
リブ構造としても良い。すなわち、台座２と軸体受部材
３の両方を、図１３，１４の例と同様なリブ構造とす
る。リブ５８，７５は図１３，１４の例と同様な構成で
あり、同一符号を付してその説明を省略する。このよう
に両者をリブ構造とすることにより、軸体受部材３は、
台座２のリブ７５，７５間の隙間に軸体受部材３のリブ
５８を任意深さまで挿入した後、軸体受部材３を若干回
転させることで、軸体受部材３を台座２に螺合させるこ
とができる。そのため、ねじ込み深さの調整が迅速に行
える。In the example of FIG. 15, the rib structure shown in FIG. 16 may be used. That is, both the pedestal 2 and the shaft receiving member 3 have the same rib structure as in the example of FIGS. The ribs 58 and 75 have the same configurations as those in the examples of FIGS. 13 and 14, and are denoted by the same reference numerals and the description thereof will be omitted. By thus forming a rib structure for both, the shaft receiving member 3
After inserting the rib 58 of the shaft receiving member 3 to an arbitrary depth in the gap between the ribs 75 of the pedestal 2, the shaft receiving member 3 is slightly rotated to screw the shaft receiving member 3 into the pedestal 2. Can be made. Therefore, the screwing depth can be adjusted quickly.
【００３８】[0038]
【発明の効果】請求項１の発明の軸体の位置調整支持装
置は、台座と軸体受部材とを備え、前記台座は、外側へ
張り出した底板を有する筒状に形成されて内径面に雌ね
じが形成されかつ前記底板の外側張出部分に取付孔を有
し、前記軸体受部材は、外径面の下部が前記雌ねじに螺
合する雄ねじに、上部が締付工具係合用の非円形部に各
々形成され、かつ内径面が軸体の端部を受ける下窄まり
の円錐状面に形成されたものとしたため、台座を底板の
取付孔で地盤や建物躯体等の据え付け面に固定し、軸体
受部材の円錐状の内径面で軸体の端部を受け止めること
ができる。この場合に、軸体受部材をその非円径部に係
合する締付工具で回動させることで、軸体を支持しなが
らその高さ位置を調整できる。そのため高さ調整が容易
に行える。また、軸体の前後左右の位置も、台座の取付
位置を調整することで容易に行える。さらに、軸体受部
材の内径面は下窄まりの円錐状面としてあるので、種々
の軸径の軸体を支持することができる。According to the first aspect of the present invention, there is provided a shaft position adjusting and supporting device including a pedestal and a shaft receiving member, wherein the pedestal is formed in a cylindrical shape having a bottom plate protruding outward and has an inner diameter surface. A female screw is formed and a mounting hole is provided in an outer projecting portion of the bottom plate, and the shaft body receiving member has a male screw whose lower portion of an outer diameter surface is screwed with the female screw and an upper portion of which is a non-engagement portion for engaging a tightening tool. Since each is formed in a circular shape and the inner diameter surface is formed as a conical surface with a constriction that receives the end of the shaft body, the pedestal is fixed to the installation surface such as the ground or building frame with the mounting holes in the bottom plate. However, the conical inner diameter surface of the shaft receiving member can receive the end of the shaft. In this case, the height position can be adjusted while supporting the shaft by rotating the shaft receiving member with a tightening tool that engages with the non-circular diameter portion. Therefore, the height can be easily adjusted. Further, the front, rear, left and right positions of the shaft can be easily adjusted by adjusting the mounting position of the pedestal. Furthermore, since the inner diameter surface of the shaft receiving member is a conical surface with a downward constriction, it is possible to support shafts of various shaft diameters.
【００３９】請求項２の軸体の位置調整支持装置は、軸
体受部材を上下に貫通させ、台座の底板の中央に覗き孔
を設けたため、地盤や建物躯体等の据え付け面に施した
位置決め用目印に前記覗き孔で位置合わせすることがで
き、位置調整作業が一層簡単になる。In the shaft position adjusting and supporting device according to the second aspect, since the shaft receiving member is vertically penetrated and the peep hole is provided at the center of the bottom plate of the pedestal, the positioning is performed on the installation surface of the ground or the building frame. It is possible to align the mark with the peep hole, and the position adjustment work becomes easier.
【００４０】この発明のアンカーボルトの据付構造は、
アンカーフレームに組まれた複数本のアンカーボルトの
下端を、各々請求項２記載の軸体の位置調整支持装置で
支持したアンカーボルト据付構造であって、前記台座は
地盤上に配置して底板の前記取付孔を貫通する固着具で
地盤に固定し、かつ前記アンカーボルトの下端を前記軸
体受部材の前記円錐面状の内径面の中間高さ部分で受け
たため、アンカーフレームに組まれた複数本のアンカー
ボルトの下端を軸体受部材の内径面で受け止め、軸体受
部材を回動させることでアンカーボルトの高さ位置を調
整できる。しかも、台座の底板の中央の覗き孔を通して
地盤上に墨打ちされた地墨を目印にして台座を位置決め
できる。このため、各アンカーボルトの上下位置や前後
左右の位置調整が容易に行える。The anchor bolt installation structure of the present invention is as follows:
An anchor bolt installation structure in which lower ends of a plurality of anchor bolts assembled in an anchor frame are respectively supported by a position adjusting and supporting device for a shaft body according to claim 2, wherein the pedestal is arranged on the ground and a bottom plate is installed. Since the anchor bolt is fixed to the ground by a fastener penetrating the mounting hole and the lower end of the anchor bolt is received by the intermediate height portion of the conical inner diameter surface of the shaft receiving member, a plurality of anchor frames are assembled. It is possible to adjust the height position of the anchor bolt by receiving the lower end of the anchor bolt of the book by the inner diameter surface of the shaft receiving member and rotating the shaft receiving member. Moreover, the pedestal can be positioned by using the black ink stamped on the ground as a mark through the peep hole in the center of the bottom plate of the pedestal. Therefore, the vertical position of each anchor bolt and the front-rear, left-right position adjustment can be easily performed.
【００４１】この発明の２重床の据付構造は、各々軸体
状の複数本の支持脚を有する複数の床部材を躯体の床面
上に敷き詰め、各床部材の各支持脚を請求項２記載の軸
体の位置調整支持装置で支持した２重床の据付構造であ
って、前記台座は躯体床面上に配置して底板の前記取付
孔を貫通する固着具で躯体床面に固定し、かつ前記支持
脚の下端を前記軸体受部材の前記円錐面状の内径面の中
間高さ部分で受けたため、床部材の高さ位置の調整が容
易に行え、前後左右の位置も、台座の取付位置で精度良
く定めることができる。In the double floor installation structure of the present invention, a plurality of floor members each having a plurality of shaft-like support legs are spread over the floor surface of the frame, and each support leg of each floor member is claimed. A double-floor installation structure supported by the position adjusting and supporting device of the shaft body described above, wherein the pedestal is arranged on a skeleton floor surface, and is fixed to the skeleton floor surface with a fastener penetrating the mounting hole of the bottom plate. Moreover, since the lower end of the support leg is received by the intermediate height portion of the conical inner diameter surface of the shaft receiving member, the height position of the floor member can be easily adjusted, and the front, rear, left and right positions can be adjusted by the pedestal. It can be accurately determined by the mounting position of.
【００４２】この発明の壁の据付構造は、請求項１記載
の軸体の位置調整支持装置で建物の内装用壁板を建物躯
体に据え付ける壁の据付構造であって、前記台座の底板
を建物躯体の側面に配置して前記取付孔を貫通する固着
具で前記建物躯体に固定し、前記軸体受部材には内径面
に弾性係合突片を一体に設け、前記内装用壁板にはくび
れ部付きの軸体を突設してこの軸体のくびれ部を前記軸
体受部材の前記弾性係合突片に係合させたため、内装用
壁板に突設した軸体を、台座に螺合した軸体受部材に押
し込むことで、その軸体のくびれ部が軸体受部材の内径
面の弾性係合片が係合し、これにより内装用壁板を建物
躯体の側面に据え付けることができる。内装用壁板の建
物躯体の側面からの出入り位置は、軸体受部材を回動さ
せることで調整できる。このため、内装用壁板を、簡単
に精度良く出入り調整して取付けることができる。A wall installation structure of the present invention is a wall installation structure for installing a wall plate for interior of a building on a building body by the position adjusting and supporting device for a shaft according to claim 1, wherein the bottom plate of the pedestal is a building. It is arranged on the side surface of the body and fixed to the building body with a fastener penetrating the attachment hole, and the shaft receiving member is integrally provided with an elastic engaging projection piece on the inner diameter surface, and the interior wall plate is Since the shaft body with the constricted portion is projected and the constricted portion of the shaft body is engaged with the elastic engaging projection piece of the shaft body receiving member, the shaft body projecting on the interior wall plate is mounted on the pedestal. By pushing into the screwed shaft receiving member, the constricted part of the shaft engages with the elastic engaging piece on the inner diameter surface of the shaft receiving member, thereby installing the interior wall plate on the side surface of the building frame. You can The entrance / exit position of the interior wall plate from the side surface of the building body can be adjusted by rotating the shaft receiving member. Therefore, it is possible to easily and accurately adjust the entrance / exit wall plate for installation.
【００４３】請求項６ないし請求項８の発明の位置調整
支持装置は、いずれも台座と軸体受部材とを備え、台座
および軸体受部材の少なくとも一方を放射状に並ぶリブ
で構成し、軸体受部材の内径面あるいは各リブの内側端
面は、下部が中心側へ近づく傾斜面または円錐状面とし
たため、この構成の場合も、台座を底板で地盤や建物躯
体等の据え付け面に固定し、軸体受部材の円錐状の内径
面または複数のリブの傾斜した内側端面で軸体の端部を
受け止めることができる。この場合に、軸体受部材を回
動させることで、軸体を受ける高さ位置を調整し、軸体
の高さ調整を容易に行うことができる。また、軸体の前
後左右の位置も、台座の取付位置を調整することで容易
に行える。さらに、軸体受部材の内径面ないしその各リ
ブの内側端面は下窄まりの円錐状面または下部が中心側
へ近づく傾斜面としてあるので、種々の軸径の軸体を支
持することができる。Each of the position adjusting and supporting devices of the inventions of claims 6 to 8 is provided with a pedestal and a shaft receiving member, at least one of the pedestal and the shaft receiving member is constituted by ribs arranged in a radial pattern, and the shaft is provided. Since the inner diameter surface of the body receiving member or the inner end surface of each rib is an inclined surface or a conical surface where the lower part approaches the center side, even in this configuration, the pedestal is fixed to the installation surface such as the ground or building frame with the bottom plate. The end portion of the shaft body can be received by the conical inner diameter surface of the shaft body receiving member or the inclined inner end surface of the plurality of ribs. In this case, by rotating the shaft receiving member, the height position for receiving the shaft can be adjusted, and the height of the shaft can be easily adjusted. Further, the front, rear, left and right positions of the shaft can be easily adjusted by adjusting the mounting position of the pedestal. Further, since the inner diameter surface of the shaft body receiving member or the inner end surface of each rib thereof is a conical surface with a downward constriction or an inclined surface whose lower portion approaches the center side, it is possible to support shaft bodies of various shaft diameters. .
【００４４】特に、請求項６および請求項８の構成の場
合は、軸体受部材が放射状のリブで構成されるため、作
業者の指がリブ間に入り、そのため工具を使用せずに容
易に軸体受部材を回すことができる。請求項８の構成の
場合は、台座と軸体受部材との両方がリブで構成される
ため、台座のリブ間の隙間に軸体受部材のリブを任意深
さまで挿入した後、軸体受部材を回転させることで、軸
体受部材を台座に螺合させることができる。そのため、
ねじ込み深さの調整が迅速に行える。Particularly, in the case of the structures of claims 6 and 8, since the shaft receiving member is composed of the radial ribs, the operator's fingers enter between the ribs, which facilitates the operation without using a tool. The shaft receiving member can be rotated. In the case of the structure of claim 8, since both the pedestal and the shaft receiving member are composed of ribs, the rib of the shaft receiving member is inserted into the gap between the ribs of the pedestal to a desired depth, and then the shaft receiving member is inserted. By rotating the member, the shaft receiving member can be screwed into the pedestal. for that reason,
The screwing depth can be adjusted quickly.
【図１】（Ａ）はこの発明の軸体の位置調整支持装置の
実施例を示す縦断面図、（Ｂ）は同位置調整支持装置の
平面図である。FIG. 1A is a vertical sectional view showing an embodiment of a position adjusting and supporting device for a shaft body of the present invention, and FIG. 1B is a plan view of the position adjusting and supporting device.
【図２】この発明のアンカーボルトの据付構造の一実施
例を示す斜視図ある。FIG. 2 is a perspective view showing an embodiment of an anchor bolt installation structure of the present invention.
【図３】この発明のアンカーボルトの据付構造の他の実
施例を示す斜視図である。FIG. 3 is a perspective view showing another embodiment of the anchor bolt installation structure of the present invention.
【図４】同据付構造における張力調整機構を示す正面図
である。FIG. 4 is a front view showing a tension adjusting mechanism in the installation structure.
【図５】この発明の２重床の据付構造の一実施例を示す
要部縦断面図である。FIG. 5 is a longitudinal sectional view of an essential part showing an embodiment of a double floor installation structure of the present invention.
【図６】同据付構造の分解斜視図である。FIG. 6 is an exploded perspective view of the installation structure.
【図７】この発明の他の実施例にかかる位置調整支持装
置の縦断面図である。FIG. 7 is a vertical cross-sectional view of a position adjustment support device according to another embodiment of the present invention.
【図８】その台座の平面図である。FIG. 8 is a plan view of the pedestal.
【図９】その軸体受部材の縦断面図および平面図であ
る。FIG. 9 is a vertical sectional view and a plan view of the shaft receiving member.
【図１０】同軸体受部材および台座の部分斜視図であ
る。FIG. 10 is a partial perspective view of a coaxial body receiving member and a pedestal.
【図１１】この発明のさらに他の実施例にかかる位置調
整支持装置の縦断面図である。FIG. 11 is a vertical cross-sectional view of a position adjustment support device according to still another embodiment of the present invention.
【図１２】その台座の平面図である。FIG. 12 is a plan view of the pedestal.
【図１３】この発明のさらに他の実施例にかかる位置調
整支持装置の縦断面図である。FIG. 13 is a vertical sectional view of a position adjusting and supporting device according to still another embodiment of the present invention.
【図１４】その螺合状態および挿脱過程の状態を示す平
面図である。FIG. 14 is a plan view showing the screwed state and the state of the insertion / removal process.
【図１５】この発明の壁の据付構造の一実施例を示す要
部縦断面図、およびその軸体の変形例の側面図である。FIG. 15 is a longitudinal sectional view of a main part showing an embodiment of a wall installation structure of the present invention, and a side view of a modified example of the shaft body thereof.
【図１６】この発明の壁の据付構造の他の実施例を示す
要部縦断面図である。FIG. 16 is a longitudinal sectional view of an essential part showing another embodiment of the wall installation structure of the present invention.
１…軸体の位置調整支持装置、２…台座、３…軸体受部
材、４…底板、４ａ…外側張出部分、５…雌ねじ、６…
取付孔、７…覗き孔、８…雄ねじ、９…六角頭部（非円
形部）、１０…円錐状面、１１…アンカーボルト（軸
体）、１２…捨コンクリート（地盤）、１３…上端型板
プレート（アンカーフレーム）、２４…下端型板プレー
ト（アンカーフレーム）、２６…床部材、２７…支持脚
（軸部）、２８…躯体床面、２９…躯体側面、３０…内
装用壁板、３１…弾性係合突片、３２…軸体、３２ａ…
くびれ部、５０…位置調整支持装置、５１…台座、５２
…軸体受部材、５８…リブ、５９…繋ぎ材部、７０…位
置調整支持装置、７１…台座、７２…軸体受部材、７５
…リブ、８０…位置調整支持装置、８１…台座、８２…
軸体受部材DESCRIPTION OF SYMBOLS 1 ... Shaft body position adjustment support device, 2 ... Pedestal, 3 ... Shaft body receiving member, 4 ... Bottom plate, 4a ... Outer projection part, 5 ... Female screw, 6 ...
Mounting hole, 7 ... peephole, 8 ... Male screw, 9 ... Hexagonal head (non-circular part), 10 ... Conical surface, 11 ... Anchor bolt (shaft), 12 ... Waste concrete (ground), 13 ... Upper end type Plate plate (anchor frame), 24 ... Bottom plate plate (anchor frame), 26 ... Floor member, 27 ... Support legs (shaft), 28 ... Body floor surface, 29 ... Body side surface, 30 ... Interior wall plate, 31 ... Elastic engagement projections, 32 ... Shaft, 32a ...
Constricted portion, 50 ... Position adjustment support device, 51 ... Pedestal, 52
... Shaft body receiving member, 58 ... Rib, 59 ... Connecting member portion, 70 ... Position adjustment supporting device, 71 ... Pedestal, 72 ... Shaft body receiving member, 75
... ribs, 80 ... position adjusting support device, 81 ... pedestal, 82 ...
Shaft receiving member
Claims (8)
は、外側へ張り出した底板を有する筒状に形成されて内
径面に雌ねじが形成されかつ前記底板の外側張出部分に
取付孔を有し、前記軸体受部材は、外径面の下部が前記
雌ねじに螺合する雄ねじに、上部が締付工具係合用の非
円形部に各々形成され、かつ内径面が軸体の端部を受け
る下窄まりの円錐状面に形成された軸体の位置調整支持
装置。1. A pedestal and a shaft receiving member, wherein the pedestal is formed in a cylindrical shape having a bottom plate protruding outward, an internal thread is formed on an inner diameter surface, and a mounting hole is formed in an outer protruding portion of the bottom plate. In the shaft receiving member, a lower part of the outer diameter surface is formed on a male screw threaded to the female thread, an upper part is formed on a non-circular portion for engaging a tightening tool, and the inner diameter surface is an end of the shaft body. For adjusting the position of a shaft body which is formed on a conical surface of a lower constriction that receives a portion.
台座の底板の中央に覗き孔を設けた請求項１記載の軸体
の位置調整支持装置。2. The shaft receiving member is vertically penetrated,
The shaft position adjusting and supporting device according to claim 1, wherein a peephole is provided in the center of the bottom plate of the pedestal.
ンカーボルトの下端を、各々請求項２記載の軸体の位置
調整支持装置で支持したアンカーボルト据付構造であっ
て、前記台座は地盤上に配置して底板の前記取付孔を貫
通する固着具で地盤に固定し、かつ前記アンカーボルト
の下端を前記軸体受部材の前記円錐面状の内径面の中間
高さ部分で受けたアンカーボルト据付構造。3. An anchor bolt installation structure in which lower ends of a plurality of anchor bolts assembled in an anchor frame are supported by the position adjusting and supporting device of a shaft body according to claim 2, wherein the pedestal is on the ground. Anchor bolt installation in which the anchor bolt is arranged and fixed to the ground by a fastener penetrating the mounting hole of the bottom plate, and the lower end of the anchor bolt is received at an intermediate height portion of the conical inner diameter surface of the shaft receiving member. Construction.
数の床部材を躯体の床面上に敷き詰め、前記各床部材の
各支持脚を請求項２記載の軸体の位置調整支持装置で支
持した２重床の据付構造であって、前記台座は躯体床面
上に配置して底板の前記取付孔を貫通する固着具で躯体
床面に固定し、かつ前記支持脚の下端を前記軸体受部材
の前記円錐面状の内径面の中間高さ部分で受けた２重床
の据付構造。4. A position adjusting support for a shaft body according to claim 2, wherein a plurality of floor members each having a plurality of shaft-like support legs are spread on the floor surface of the body, and each support leg of each floor member is adjusted. A double-floor installation structure supported by a device, wherein the pedestal is arranged on a skeleton floor surface and fixed to the skeleton floor surface with a fastener penetrating the mounting hole of the bottom plate, and the lower ends of the supporting legs are fixed. An installation structure of a double floor received at an intermediate height portion of the conical inner surface of the shaft receiving member.
で建物の内装用壁板を建物躯体に据え付ける壁の据付構
造であって、前記台座の底板を建物躯体の側面に配置し
て前記取付孔を貫通する固着具で前記建物躯体に固定
し、前記軸体受部材には内径面に弾性係合突片を一体に
設け、前記内装用壁板にはくびれ部付きの軸体を突設し
てこの軸体のくびれ部を前記軸体受部材の前記弾性係合
突片に係合させた壁の据付構造。5. An installation structure of a wall for installing a wall plate for interior of a building on a building frame by the position adjusting and supporting device for a shaft body according to claim 1, wherein the bottom plate of the pedestal is arranged on a side surface of the building frame. It is fixed to the building body with a fastener penetrating the mounting hole, the shaft body receiving member is integrally provided with an elastic engagement projection piece on the inner diameter surface, and the interior wall plate is provided with a shaft body with a constricted portion. A wall installation structure in which a constricted portion of the shaft body is projected and engaged with the elastic engagement protrusion of the shaft body receiving member.
は、内径面に雌ねじが形成されかつ底板を有する筒状の
ものとし、前記軸体受部材は、放射状に並ぶ複数のリブ
を繋ぎ材部で一体に連結したものであって、各リブの外
側端面に形成されたねじ溝で一つの雄ねじが形成されて
前記台座に螺合し、かつ各リブの内側端面は、下側が放
射中心に近づく傾斜面に形成されてこれら複数のリブの
内側端面で軸体の端部を受けるものとした軸体の位置調
整支持装置。6. A pedestal and a shaft receiving member, wherein the pedestal has a cylindrical shape having a female screw formed on an inner diameter surface and a bottom plate, and the shaft receiving member has a plurality of ribs arranged in a radial pattern. Integrally connected by a connecting material part, one male screw is formed in the thread groove formed on the outer end surface of each rib and screwed into the pedestal, and the inner end surface of each rib radiates downward. A position adjusting and supporting device for a shaft body, which is formed on an inclined surface approaching the center and receives the ends of the shaft body at the inner end surfaces of the plurality of ribs.
は、底板上に放射状に並ぶ複数のリブを有し、かつ各リ
ブの内側端面に互いに一つの雌ねじを形成するねじ溝が
形成されたものとし、前記軸体受部材は、外径面の下部
が前記雌ねじに螺合する雄ねじに形成され、かつ内径面
が軸体の端部を受ける下窄まりの円錐状面に形成された
軸体の位置調整支持装置。7. A pedestal and a shaft receiving member, wherein the pedestal has a plurality of ribs arranged in a radial pattern on a bottom plate, and a thread groove for forming one female screw is formed on an inner end surface of each rib. The lower part of the outer diameter surface of the shaft body receiving member is formed as a male screw threaded to the female thread, and the inner diameter surface of the shaft body receiving member is formed as a conical surface of a downward constriction for receiving the end portion of the shaft body. Shaft position adjustment support device.
は、底板上に放射状に並ぶ複数のリブを有し、かつ各リ
ブの内側端面に互いに一つの雌ねじを形成するねじ溝が
形成されたものとし、前記軸体受部材は、放射状に並ぶ
複数のリブを繋ぎ材部で一体に連結したものであって、
各リブの外側端面に形成されたねじ溝で一つの雄ねじが
形成されて前記台座に螺合し、かつ各リブの内側端面
は、下側が放射中心に近づく傾斜面に形成されてこれら
複数のリブの内側端面で軸体の端部を受けるものとした
軸体の位置調整支持装置。8. A pedestal and a shaft receiving member, wherein the pedestal has a plurality of ribs arranged radially on a bottom plate, and a thread groove for forming one female screw is formed on an inner end surface of each rib. In the shaft receiving member, a plurality of ribs arranged in a radial pattern are integrally connected by a connecting member portion,
One male screw is formed in the screw groove formed on the outer end surface of each rib to be screwed into the pedestal, and the inner end surface of each rib is formed as an inclined surface whose lower side approaches the radial center. A position adjusting and supporting device for the shaft body, wherein the inner end surface of the shaft receives the end portion of the shaft body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5988894A JP2506316B2 (en) | 1994-03-04 | 1994-03-04 | Shaft position adjustment support device and anchor bolt, double floor, wall installation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5988894A JP2506316B2 (en) | 1994-03-04 | 1994-03-04 | Shaft position adjustment support device and anchor bolt, double floor, wall installation structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07243418A true JPH07243418A (en) | 1995-09-19 |
| JP2506316B2 JP2506316B2 (en) | 1996-06-12 |
Family
ID=13126119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5988894A Expired - Lifetime JP2506316B2 (en) | 1994-03-04 | 1994-03-04 | Shaft position adjustment support device and anchor bolt, double floor, wall installation structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2506316B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100965939B1 (en) * | 2009-08-31 | 2010-06-24 | 주식회사 드림이앤씨 | Manhole height adjusting implement and height adjusting mehthod thereby |
| JP2011230091A (en) * | 2010-04-30 | 2011-11-17 | Hitachi Koki Co Ltd | Electric tool and agitation machine |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3984182B2 (en) * | 2003-03-17 | 2007-10-03 | 株式会社ユニバーサルホーム | Floor foundation construction method |
-
1994
- 1994-03-04 JP JP5988894A patent/JP2506316B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100965939B1 (en) * | 2009-08-31 | 2010-06-24 | 주식회사 드림이앤씨 | Manhole height adjusting implement and height adjusting mehthod thereby |
| JP2011230091A (en) * | 2010-04-30 | 2011-11-17 | Hitachi Koki Co Ltd | Electric tool and agitation machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2506316B2 (en) | 1996-06-12 |
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