JP2554992B2 - Foundation that keeps the floor height constant - Google Patents
Foundation that keeps the floor height constantInfo
- Publication number
- JP2554992B2 JP2554992B2 JP6222602A JP22260294A JP2554992B2 JP 2554992 B2 JP2554992 B2 JP 2554992B2 JP 6222602 A JP6222602 A JP 6222602A JP 22260294 A JP22260294 A JP 22260294A JP 2554992 B2 JP2554992 B2 JP 2554992B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- screw
- cylindrical body
- peripheral portion
- outer peripheral
- 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
Links
- 230000002093 peripheral effect Effects 0.000 claims description 17
- 230000000149 penetrating effect Effects 0.000 claims 1
- 239000004576 sand Substances 0.000 description 20
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 101100537937 Caenorhabditis elegans arc-1 gene Proteins 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
Landscapes
- Foundations (AREA)
- Floor Finish (AREA)
Description
【発明の詳細な説明】Detailed Description of the Invention
【0001】[0001]
【産業上の利用分野】この発明は,住宅等を建築すると
きに、地盤と大引の間に設置して床面の高さを一定に保
つ土台に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a base which is installed between the ground and Daihiki to maintain a constant height of the floor when building a house or the like.
【0002】[0002]
【従来の技術】従来、住宅等の建築を行なうときには、
土台を据え付けた後に、土台と大引との間隔を測り床づ
かをその長さに切断して土台上部に垂設するのが一般的
な方法である。しかしながら、従来の工法で施行する
と、地盤の沈下により土台が下がり、それに伴って床面
も下がるため建築物に歪が生じていた。そこで、出願人
は特公平03−40769に示すような、床面の高さを
一定に保つ土台を発明し、地盤が沈下により下がって
も、床面が下がらないようにした。この発明は、土台上
部に床づかを差し込める穴と、床づかを挿入後にその周
囲に砂を入れる砂溜り部を設け、土台に床づかを差し込
み、砂溜りに細砂を入れた構成となっている。2. Description of the Related Art Conventionally, when building a house or the like,
After installing the base, it is a general method to measure the distance between the base and Daihiki and cut the floor to the length and hang it on the upper part of the base. However, when the conventional construction method is applied, the foundation is lowered due to the subsidence of the ground, and the floor surface is also lowered accordingly, causing distortion in the building. Therefore, the applicant invented a foundation that keeps the height of the floor constant as shown in Japanese Patent Publication No. 03-40769 so that the floor does not lower even if the ground lowers due to subsidence. This invention has a structure in which a hole for inserting a floor girder into the upper part of the base and a sand puddle portion for inserting sand around the floor girder are provided, and the floor girder is inserted into the base to insert fine sand into the sand puddle. ing.
【0003】[0003]
【発明が解決しようとする課題】ところが、特公平03
−40769に示す発明による、床面の高さを一定に保
つ土台を設置するときには、床づかが4角柱でできてい
るため、床づかを土台に挿入後、土台上面と床づかとの
隙間から砂を入れた時に、床づかの底部に砂が入りにく
く、そのために床づかの底面部に砂が均一に入るまでに
時間がかかっていた。一方、土台を地盤に垂直に固定し
た後、床づか上部の止め金に設けた釘穴から釘で床づか
を垂直に大引に固定しても、地盤が水平でなく傾いて沈
下すると、床づかの中心軸に対して土台の中心軸が傾
き、その結果として床づかを傾けようとする応力が生じ
ていた。[Problems to be Solved by the Invention]
According to the invention shown in -40769, when installing the foundation which keeps the height of the floor constant, since the floor is made of square prisms, after inserting the floor into the foundation, from the gap between the upper surface of the foundation and the floor. When the sand was put in, it was difficult for the sand to enter the bottom of the floor, so that it took time for the sand to uniformly enter the bottom of the floor. On the other hand, even if the base is fixed vertically to the ground, and then the floor is fixed horizontally with nails from the nail holes provided in the stopper plate, if the ground is not horizontal The central axis of the base was tilted with respect to the central axis, and as a result, a stress was generated to tilt the floor.
【0004】[0004]
【課題を解決するための手段】前記の課題を解決するた
めに、上部を開口するとともに複数のリブを内接した円
筒胴体の上縁外部にネジを設け、下部には底壁を設ける
とともに、その底壁の中央に大穴を、大穴の外周部には
複数の小穴を貫設した上部床づかと、内面にネジを設け
た円筒胴体の一端面に、中心軸に対して略平行及び略直
角にそれぞれ大引への取付部を形成した固定体とを、円
筒胴体の外周部に複数の把手を設け、外周部の一端面か
ら把手までの間にネジを設け、他端面から把手までの内
周部には、前記ネジとは逆方向のネジを設けた継手で、
上部床づかと固定体とを接続し、上部床づかを、上部を
開口するとともに複数のリブを外接した円筒胴体の下部
に底板を設けた下部床づかの内面に挿着した。In order to solve the above-mentioned problems, a screw is provided outside the upper edge of the cylindrical body having an upper opening and a plurality of ribs inscribed, and a bottom wall is provided at the lower part. A large hole is formed in the center of the bottom wall, an upper floor with a plurality of small holes formed in the outer periphery of the large hole, and one end surface of the cylindrical body with screws on the inner surface are approximately parallel and approximately perpendicular to the central axis. A plurality of grips on the outer circumference of the cylindrical body, and a screw between the one end face of the outer circumference and the grip, and the other end face to the grip. In the peripheral part, a joint provided with a screw in the opposite direction to the screw,
The upper floor bracket was connected to the fixed body, and the upper floor bracket was inserted into the inner surface of the lower floor bracket having a bottom plate provided at the lower portion of the cylindrical body having an opening at the upper portion and circumscribing a plurality of ribs.
【0005】[0005]
【作用】この発明による床面の高さを一定に保つ土台を
用いれば、地盤が沈下した場合には、地盤上のコンクリ
ート台に固定した下部床づかが下がると、上部床づかの
上部に接続されている固定体が、釘により大引に固定さ
れているために、上部床づかの底壁と下部床づかの内部
に流し込んだ乾燥砂の上部に隙間が生ずる。すると、上
部床づか内面の砂溜りの乾燥砂及び下部床づか内面と上
部床づか外周面との間にある乾燥砂が前記隙間に流れ込
み、建築時に設置した大引のレベル位置を維持する。ま
た、上部床づか外周面と下部床づか内周面との間に適当
な隙間を設けたので、下部床づかを地盤に垂直に固定し
た後、上部床づかの上縁部に継手を介して接続した固定
体を、釘で上部床づかが垂直になるよう大引に固定した
状態で地盤が不等沈下した場合に、上部床づかの中心軸
に対して下部床づかの中心軸が傾むいても、上部床づか
外周面と下部床づか内周面との間に設けた適当な隙間に
より、上部床づかは建築時に垂直に設置したままの状態
を保つことができる。With the base for keeping the height of the floor constant according to the present invention, when the ground subsides, the lower floor fixed to the concrete base on the ground goes down and the upper floor is connected to the upper part. Since the fixed body is largely fixed by nails, a gap is formed in the upper part of the dry sand poured into the bottom wall of the upper floor and the lower wall of the lower floor. Then, the dry sand in the sand pool on the inner surface of the upper floor and the dry sand between the inner surface of the lower floor and the outer surface of the upper floor flow into the gap to maintain the level position of Daihiki installed at the time of construction. In addition, since an appropriate gap was provided between the outer surface of the upper floor and the inner surface of the lower floor, the lower floor was fixed vertically to the ground, and then the upper edge of the upper floor was connected via a joint. When the ground is unevenly submerged with the connected fixed body fixed with a nail so that the upper floor is vertically held, the central axis of the lower floor is tilted with respect to the central axis of the upper floor. However, due to the appropriate gap provided between the outer peripheral surface of the upper floor and the inner peripheral surface of the lower floor, the upper floor can be kept vertically installed during construction.
【0006】[0006]
【実施例】以下、この発明をその実施例を示す図に基づ
いて説明する。図1は本発明の実施例を示す正面断面図
であり、図2は上部床づかの正面断面図、図3は上部床
づかの平面図、図4は上部床づかの底面図である。上部
床づか1はプラスチックで一体成型する。上部床づか1
の上部円筒胴部5の内周面には、床面からの加重に耐え
る強度を持たせるために、複数のリブ6を全周にわたっ
て軸方向に等間隔に突設する。上部円筒胴部5の上縁外
周部には、ネジ7を設ける。なお、本実施例ではネジ7
は左ネジとする。上部円筒胴部5の下部には、図4に示
すように上部円筒胴部5の外径よりも大きな直径を有す
る底壁8を設け、その中心部には大穴9を貫設する。大
穴9の外周部には上部円筒胴部5の内径と同径の円弧1
0を有する複数の多角形の穴11を貫設する。したがっ
て多角形の穴11の外周部は円弧状となり、上部円筒胴
部5の内径と同一径上に位置しているので、乾燥砂31
が底壁8の内面に滞留することなく、下部床づか2の底
板14上に均等に流出する。なお、実施例では底壁8の
形状を大穴9の外周部に上部円筒胴部5の内径と同径の
円弧10を有する複数の多角形の穴11を貫設したもの
としたが、これに代えて、底壁8全体に1個又は複数個
の円、楕円、多角形或はこれらを組合わせたものを貫設
してもよい。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings showing its embodiments. 1 is a front sectional view showing an embodiment of the present invention, FIG. 2 is a front sectional view of the upper floors, FIG. 3 is a plan view of the upper floors, and FIG. 4 is a bottom view of the upper floors. The upper floor pad 1 is integrally molded from plastic. Upper floor floor 1
On the inner peripheral surface of the upper cylindrical body portion 5, a plurality of ribs 6 are provided at equal intervals in the axial direction over the entire circumference in order to have a strength to withstand the load from the floor surface. A screw 7 is provided on the outer peripheral portion of the upper edge of the upper cylindrical body 5. In this embodiment, the screw 7
Is a left-hand thread. As shown in FIG. 4, a bottom wall 8 having a diameter larger than the outer diameter of the upper cylindrical body portion 5 is provided at the lower portion of the upper cylindrical body portion 5, and a large hole 9 is provided at the center thereof. An arc 1 having the same diameter as the inner diameter of the upper cylindrical body portion 5 is provided on the outer peripheral portion of the large hole 9.
Through a plurality of polygonal holes 11 having 0s. Therefore, since the outer peripheral portion of the polygonal hole 11 has an arc shape and is located on the same diameter as the inner diameter of the upper cylindrical body portion 5, the dry sand 31
Does not stay on the inner surface of the bottom wall 8 and flows out evenly onto the bottom plate 14 of the lower floor 2. In addition, in the embodiment, the shape of the bottom wall 8 is such that a plurality of polygonal holes 11 having an arc 10 having the same diameter as the inner diameter of the upper cylindrical body portion 5 are provided on the outer peripheral portion of the large hole 9. Alternatively, one or more circles, ellipses, polygons, or a combination thereof may be provided through the entire bottom wall 8.
【0007】図5は下部床づか2の正面断面図であり、
図6はその平面図である。下部床づか2は、上部床づか
1と同様にプラスチックで一体成型する。下部円筒胴部
12の外周面には、下部床づか2に対する垂直加重に耐
える強度を持たせるため、複数のリブ13を軸方向にそ
って外周全体にわたって等間隔に突設する。下部円筒胴
部12の下部には、図6に示すように底板14を下部円
筒胴部12の中心軸に対して略直角に設ける。底板14
の上面には、リブ13を延長して複数のリブ15を円周
に対して等間隔かつ放射状に突設する。また、底板14
の上面部には4個のアンカー穴16を等間隔に貫設す
る。底板14の上面内側部、すなわち下部円筒胴部12
の内面に位置する部分には、砂止の効果をもたせるため
に複数の弧17を同心円上に突設する。さらに、底板1
4の中心部には水抜き穴18を貫設する。下部床づか2
の内部には、湿気等の影響で水分が付着することがある
が、これが溜ると土台の作用に悪影響を及ぼすので、こ
の水抜き穴18から水分を自然に地盤に流出させるもの
である。FIG. 5 is a front sectional view of the lower floor frame 2.
FIG. 6 is a plan view thereof. The lower floor pad 2 is integrally formed of plastic, like the upper floor pad 1. On the outer peripheral surface of the lower cylindrical body portion 12, a plurality of ribs 13 are provided along the axial direction so as to project at equal intervals along the axial direction in order to have a strength to withstand vertical load on the lower floor member 2. A bottom plate 14 is provided below the lower cylindrical body 12 at a substantially right angle to the central axis of the lower cylindrical body 12, as shown in FIG. Bottom plate 14
On the upper surface of the, ribs 13 are extended and a plurality of ribs 15 are provided so as to radially project at equal intervals on the circumference. Also, the bottom plate 14
Four anchor holes 16 are provided at equal intervals on the upper surface of the. Inside the upper surface of the bottom plate 14, that is, the lower cylindrical body 12
A plurality of arcs 17 are concentrically provided on the inner surface of the so as to have a sand stop effect. Furthermore, the bottom plate 1
A water drain hole 18 is provided in the center of No. 4. Lower floor floor 2
Moisture may adhere to the inside of the underwater due to the influence of humidity and the like, but if it accumulates, it adversely affects the action of the foundation, so that the water naturally flows out from the drain hole 18 to the ground.
【0008】図7は継手3の正面断面図であり、図8は
その平面図である。円筒胴体19の外周部に2個の把手
20を対称位置に設け、外周部の一端面から把手20ま
での間にネジ21を設ける。なお、このネジ21は右ネ
ジとする。一方、他端面から把手20までの内周部に
は、前記ネジ21とは逆方向のネジ22を設ける。本実
施例では左ネジとする。このネジ22は、上部床づか1
の上縁外周部に設けたネジ7と螺合するものである。FIG. 7 is a front sectional view of the joint 3, and FIG. 8 is a plan view thereof. Two handles 20 are provided on the outer peripheral portion of the cylindrical body 19 at symmetrical positions, and a screw 21 is provided between one end face of the outer peripheral portion and the handle 20. The screw 21 is a right screw. On the other hand, a screw 22 in the opposite direction to the screw 21 is provided on the inner peripheral portion from the other end surface to the handle 20. In this embodiment, the left screw is used. This screw 22 is one for the upper floor
The screw 7 is screwed onto the outer peripheral portion of the upper edge.
【0009】図9は固定体4の正面断面図であり、図1
0はその平面図である。内面にネジ23を設けた円筒体
の一端面に、取付板24を設ける。取付板24の一端部
には円筒体の中心軸に対して略並行に側部取付部25
を、他端部には略直角に底部取付部26をそれぞれ張設
する。側部取付部25の表面には固定穴27を2個貫設
する。この固定穴27は固定体4を大引32に固定する
ときにおいて、大引32の側面に側部取付部25を釘で
固定するためのものである。また、側部取付部25の表
面には、大引32との取付面側に突起29が突設されて
いるが、突起29を設けなくてもよい。底部取付部26
の表面には長穴28を貫設する。この長穴28は固定体
4を大引32に固定するときにおいて、大引32の底面
に底部取付部26を釘で固定するためのものであり、大
引32の寸法は数種類あるので、どの大引32でも適切
な取付が可能なように長穴としたものである。FIG. 9 is a front sectional view of the fixed body 4, and FIG.
0 is the plan view. A mounting plate 24 is provided on one end surface of the cylindrical body having the screw 23 on the inner surface. At one end of the mounting plate 24, a side mounting portion 25 is provided substantially parallel to the central axis of the cylindrical body.
And a bottom mounting portion 26 is stretched to the other end at a substantially right angle. Two fixing holes 27 are provided on the surface of the side attachment portion 25. The fixing holes 27 are for fixing the side attachment portions 25 to the side surfaces of the large pull 32 with nails when fixing the fixed body 4 to the large pull 32. Further, although the protrusion 29 is provided on the surface of the side attachment portion 25 on the attachment surface side with the large pull 32, the protrusion 29 may not be provided. Bottom mounting part 26
An elongated hole 28 is formed on the surface of the. This long hole 28 is for fixing the bottom mounting portion 26 to the bottom surface of the large pull 32 with a nail when the fixed body 4 is fixed to the large pull 32. It is a long hole so that the Daihiki 32 can be mounted properly.
【0010】図11は、本実施例の施工状態を示す概念
図である。下部床づか2は地盤上に置かれたコンクリー
ト台30などの上に垂直に仮置する。上部床づか1の上
部に設けたネジ7に、継手3のネジ22を螺合した後、
ネジ21に固定体4に設けたネジ23を螺合して、上部
床づか1と継手3と固定体4とを一体に接続する。上部
床づか1を、底部部分から下部床づか2の内部円筒部
に、底壁8が下部床づか2の底板14に接するまで挿入
した後に、固定体4の上部開放部より乾燥砂31或は寒
水石を固定体4の上面まで流し込む。次に上部床づか1
を持ち上げて、大引32の側面及び底面に固定体4を当
設させた状態で、釘を用いて大引32に固定する。下部
床づか2とコンクリート台30とは、底板14に設けた
4本のアンカー穴16に、釘を打込んで固定する。そう
すると、底板14上に流入した乾燥砂31の上面と上部
床づか1の底壁8との間に隙間が生ずるので、この隙間
に上部床づか1内にある乾燥砂31が流れ落ち隙間が埋
まる。次に、継手3の2本の把手20に適当な中空パイ
プ状のハンドルなどを挿入し、継手3を回転させる。す
ると、継手3には右ネジと左ネジが螺設されているか
ら、下部床づか2はコンクリート台30の方向に、固定
体4は大引32の方向にそれぞれ押し出され、コンクリ
ート台30と大引32との間はより強固に固定される。
また、これにより再度生じた底板14上に流入した乾燥
砂31の上面と上部床づか1の底壁8との間に隙間に
は、前記と同様に乾燥砂31が流れ落ち隙間が埋まり、
施行が完了する。FIG. 11 is a conceptual diagram showing a construction state of this embodiment. The lower floor paddle 2 is temporarily placed vertically on a concrete stand 30 placed on the ground. After screwing the screw 22 of the joint 3 into the screw 7 provided on the upper part of the upper floor bracket 1,
A screw 23 provided on the fixed body 4 is screwed into the screw 21 to integrally connect the upper floor bracket 1, the joint 3 and the fixed body 4. After the upper floor pad 1 is inserted from the bottom portion into the inner cylindrical portion of the lower floor pad 2 until the bottom wall 8 contacts the bottom plate 14 of the lower floor pad 2, the dry sand 31 or Pour cold water stones to the upper surface of the fixed body 4. Next is the floor floor 1
Is lifted and the fixing body 4 is abutted on the side surface and the bottom surface of the large pull 32, and is fixed to the large pull 32 using a nail. The lower floor bridge 2 and the concrete stand 30 are fixed by driving nails into the four anchor holes 16 provided in the bottom plate 14. Then, a gap is formed between the upper surface of the dry sand 31 flowing into the bottom plate 14 and the bottom wall 8 of the upper floor 1, so that the dry sand 31 in the upper floor 1 flows down and fills the gap. Next, a suitable hollow pipe-shaped handle or the like is inserted into the two handles 20 of the joint 3 and the joint 3 is rotated. Then, since the right screw and the left screw are screwed on the joint 3, the lower floor part 2 is pushed out in the direction of the concrete stand 30, and the fixed body 4 is pushed out in the direction of the large pull 32, respectively. It is more firmly fixed to the pull 32.
Further, in the gap between the upper surface of the dry sand 31 that has re-generated on the bottom plate 14 and the bottom wall 8 of the upper floor 1 in the same manner as described above, the dry sand 31 flows down to fill the gap.
Enforcement is complete.
【0011】第12図は地盤が傾斜して沈下した状態を
示す概念図を示す。施工後の地盤沈下には、均等沈下と
不等沈下の2通りが考えられる。均等沈下の場合には、
底板14と上部床づか1の底壁8との間に隙間が生ずる
ので、この隙間に乾燥砂31が流れ落ち隙間が埋まる。
したがって建築時に設定した大引32の位置は、下がる
ことなく維持される。また、不等沈下の場合には上部床
づか1が下部床づか2の傾きにより傾く恐れがあるが、
本発明によれば、上部円筒胴部5の外径と下部円筒胴部
12との内径に適当な隙間を設けたので、不等沈下によ
って下部床づか2がその中心軸に対して多少傾斜して
も、上部円筒胴部5の外径と下部円筒胴部12の内径と
の間に設けた適当な隙間により、上部床づか1は建築時
に垂直に設置したままの状態を保つことができる。FIG. 12 is a conceptual diagram showing a state in which the ground is inclined and sinking. There are two types of subsidence after construction: uniform settlement and unequal settlement. In case of uniform settlement,
Since a gap is created between the bottom plate 14 and the bottom wall 8 of the upper floor part 1, the dry sand 31 flows into this gap to fill the gap.
Therefore, the position of the Daihiki 32 set at the time of construction is maintained without lowering. In addition, in the case of uneven settlement, the upper floor 1 or the lower floor 2 may be inclined due to the inclination of
According to the present invention, since an appropriate gap is provided between the outer diameter of the upper cylindrical body portion 5 and the inner diameter of the lower cylindrical body portion 12, the lower floor part 2 is slightly inclined with respect to its central axis due to uneven settlement. However, due to the appropriate gap provided between the outer diameter of the upper cylindrical body 5 and the inner diameter of the lower cylindrical body 12, the upper floor floor 1 can be kept vertically installed during construction.
【0012】[0012]
【発明の効果】以上のように、本発明による床面の高さ
を一定に保つ土台を用いれば、前記に示した作用のとお
り、地盤沈下が生じても、その沈下により生じた隙間を
乾燥砂31が自動的に埋めるため、床面を常に一定に保
つことができる。特に、不等沈下による建築物の歪を防
止する効果が顕著であり、建具の開閉困難、床鳴り等が
無くなる。このため、建築物の歪の修正のために行なっ
ていた、職人が床下に潜って行なうくさび打ち作業等も
不要となった。なお、出願人が発明済の従来品と比較し
ても、格段に改良が図られている。As described above, when the base according to the present invention that keeps the height of the floor constant is used, even if the ground subsidence occurs, the gap created by the subsidence is dried as described above. Since the sand 31 is automatically filled, the floor surface can always be kept constant. In particular, the effect of preventing distortion of the building due to uneven settlement is remarkable, and opening and closing of fittings and squealing of the floor are eliminated. For this reason, the work of the craftsman to dive under the floor, which was performed to correct the distortion of the building, is no longer necessary. Even when compared with the conventional product already invented by the applicant, significant improvements have been made.
【図1】この発明の実施例を示す正面断面図である。FIG. 1 is a front sectional view showing an embodiment of the present invention.
【図2】上部床づかの正面断面図である。FIG. 2 is a front sectional view of an upper floor.
【図3】上部床づかの平面図である。FIG. 3 is a plan view of an upper floor.
【図4】上部床づかの底面図である。FIG. 4 is a bottom view of the upper floor.
【図5】下部床づかの正面断面図である。FIG. 5 is a front sectional view of a lower floor.
【図6】下部床づかの平面図である。FIG. 6 is a plan view of the lower floor.
【図7】継手の正面断面図である。FIG. 7 is a front sectional view of a joint.
【図8】継手の平面図である。FIG. 8 is a plan view of the joint.
【図9】固定体の正面断面図である。FIG. 9 is a front sectional view of a fixed body.
【図10】固定体の平面図である。FIG. 10 is a plan view of a fixed body.
【図11】実施例の施工状態を示す概念図である。FIG. 11 is a conceptual diagram showing a construction state of an example.
【図12】地盤が傾斜して沈下した状態を示す概念図で
ある。FIG. 12 is a conceptual diagram showing a state in which the ground slopes and sinks.
1 上部床づか 2 下部床づか 3 継手 4 固定体 5 上部円筒胴部 6 リブ 7 ネジ 8 底壁 9 大穴 10 円弧 11 多角形の穴 12 下部円筒胴部 13 リブ 14 底板 15 リブ 16 アンカー穴 17 弧 18 水抜き穴 19 円筒胴体 20 把手 21 ネジ 22 ネジ 23 ネジ 24 取付板 25 側部取付部 26 底部取付部 27 固定穴 28 長穴 29 突起 30 コンクリート台 31 乾燥砂 32 大引 1 Upper floor or floor 2 Lower floor or floor 3 Joint 4 Fixed body 5 Upper cylindrical body 6 Rib 7 Screw 8 Bottom wall 9 Large hole 10 Arc 11 Polygonal hole 12 Lower cylindrical body 13 Rib 14 Bottom plate 15 Rib 16 Anchor hole 17 Arc 18 Drainage Hole 19 Cylindrical Body 20 Handle 21 Screw 22 Screw 23 Screw 24 Mounting Plate 25 Side Mounting Part 26 Bottom Mounting Part 27 Fixing Hole 28 Long Hole 29 Protrusion 30 Concrete Stand 31 Dry Sand 32 Daihiki
Claims (1)
した円筒胴体の上縁外部にネジを設け、下部には底壁を
設けるとともに、その底壁の中央に大穴を、大穴の外周
部には複数の小穴を貫設した上部床づかと、内面にネジ
を設けた円筒胴体の一端面に、中心軸に対して略平行及
び略直角にそれぞれ大引への取付部を形成した固定体と
を、円筒胴体の外周部に複数の把手を設け、外周部の一
端面から把手までの間にネジを設け、他端面から把手ま
での内周部には、前記ネジとは逆方向のネジを設けた継
手で、上部床づかと固定体とを接続し、上部床づかを、
上部を開口するとともに複数のリブを外接した円筒胴体
の下部に底板を設けた下部床づかの内面に挿着したこと
を特徴とする床面の高さを一定に保つ土台。1. A screw is provided outside the upper edge of a cylindrical body in which an upper portion is opened and a plurality of ribs are inscribed, a bottom wall is provided at the lower portion, and a large hole is formed in the center of the bottom wall and an outer peripheral portion of the large hole. A fixed body in which an attachment part for the Daihiki is formed on the one end surface of the cylindrical body with screws on the inner surface and a plurality of small holes penetrating therethrough, approximately parallel to the central axis and substantially at right angles. And a plurality of handles are provided on the outer peripheral portion of the cylindrical body, a screw is provided between one end surface of the outer peripheral portion and the handle, and a screw in the opposite direction to the screw is provided on the inner peripheral portion from the other end surface to the handle. With the joint provided, connect the upper floor bracket and the fixed body,
A base that keeps the height of the floor constant by being attached to the inner surface of the lower floor where a bottom plate is provided at the bottom of a cylindrical body that has an opening at the top and a plurality of ribs are circumscribed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6222602A JP2554992B2 (en) | 1993-11-16 | 1994-08-23 | Foundation that keeps the floor height constant |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5-311116 | 1993-11-16 | ||
| JP31111693 | 1993-11-16 | ||
| JP6222602A JP2554992B2 (en) | 1993-11-16 | 1994-08-23 | Foundation that keeps the floor height constant |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07189460A JPH07189460A (en) | 1995-07-28 |
| JP2554992B2 true JP2554992B2 (en) | 1996-11-20 |
Family
ID=26524967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6222602A Expired - Fee Related JP2554992B2 (en) | 1993-11-16 | 1994-08-23 | Foundation that keeps the floor height constant |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2554992B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ITRE20050058A1 (en) * | 2005-05-23 | 2006-11-24 | Techlever Spa | LEVELING SUPPORT FOR RAISED FLOORS. |
| WO2016120898A1 (en) * | 2015-01-26 | 2016-08-04 | Giovanni Iovene | A system for leveling floors and other, through lifting |
-
1994
- 1994-08-23 JP JP6222602A patent/JP2554992B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07189460A (en) | 1995-07-28 |
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| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |