JPS5883765A - Jack-up apparatus of house - Google Patents

Jack-up apparatus of house

Info

Publication number
JPS5883765A
JPS5883765A JP18018281A JP18018281A JPS5883765A JP S5883765 A JPS5883765 A JP S5883765A JP 18018281 A JP18018281 A JP 18018281A JP 18018281 A JP18018281 A JP 18018281A JP S5883765 A JPS5883765 A JP S5883765A
Authority
JP
Japan
Prior art keywords
foundation
jack
main beam
hydraulic cylinder
parallel
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
Application number
JP18018281A
Other languages
Japanese (ja)
Other versions
JPS6130112B2 (en
Inventor
央 江本
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18018281A priority Critical patent/JPS5883765A/en
Publication of JPS5883765A publication Critical patent/JPS5883765A/en
Publication of JPS6130112B2 publication Critical patent/JPS6130112B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は新規な構成を有する住宅などのジヤツキアップ
装置を提供しようとするものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention aims to provide a jack-up device for a house or the like having a novel configuration.

低水位の住宅で水害時に常に床上浸水などの被害を受け
る建物の基礎を高くする工事の場合や既設の住宅に生地
下のガレージを作ろうとする場合、当該建物を土台ごと
ジヤツキアップし。
If you are building a building with a low water level and are subject to damage such as flooding above the floor during floods, or if you are building an underground garage in an existing house, we will jack up the entire foundation of the building.

これを一定期間保持し一既設の基礎部分を取除き、高さ
の高い新しい基礎部を形成し、こんどは土台とと建物を
この新しい基礎部上に設置する必要がある。従来このよ
うな作業時には機械的なジヤツキを利用して1本1本レ
ベルをみながら上昇させることが行われている。しかし
It is necessary to hold this for a certain period of time, remove the existing foundation, form a new foundation with a higher height, and then install the foundation and building on this new foundation. Conventionally, during such work, mechanical jacks have been used to raise each bar one by one while checking the level. but.

これでは手間や時間がかかると共に、かなり熟練した者
でなければ行えないのが実態である。
This takes time and effort, and the reality is that only a highly skilled person can do it.

本発明はかかる問題を充分解決しようとするもので、以
下図面を参照しながら、その1実施例の詳細を説明する
The present invention aims to fully solve this problem, and one embodiment thereof will be described in detail below with reference to the drawings.

1は第1発明のジヤツキアップ装置である。1 is a jack-up device of the first invention.

そして、その構成は、Y方向へのYII基礎部2ムとX
方向へのxgA基礎部2Bからなる基礎2上Kf:台3
を設けてなる建物4において、上記基礎2の外側四隅に
は隅支柱5を植設し、上記隅叉柱5には上記−I儒基礎
部2Bと平行でかつ上記隅支柱5に対して昇降自在に主
梁6を取付け。
And its configuration consists of the YII foundation 2m in the Y direction and the
Kf on foundation 2 consisting of xgA foundation 2B in direction: platform 3
In the building 4, corner posts 5 are installed at the four outer corners of the foundation 2, and the corner posts 5 are parallel to the -I foundation part 2B and rise and fall with respect to the corner posts 5. Attach the main beam 6 freely.

上記主梁6の上面における上記YII基礎部2ム儒には
上記土台3の下面忙位置するよう一対の!貴補助梁7を
、また、上記主梁6の中間部忙は土台3のX側の下面に
位置するよう補助梁12を載置し、上記一対のYll補
助梁7は上記Y備基礎部2ムを中心にして平行な状態の
2本のY側補助梁単体7ムとこの2本の搬単体7ム間に
第2発明のジヤツキアップ装置の構成は、上記装置1に
おL”て、上記隅支柱5は2本のレール体5ムを平行に
起立せしめた状態に構成され。
On the upper surface of the main beam 6, there is a pair of bases located on the lower surface of the foundation 3. The secondary auxiliary beams 7 are mounted, and the auxiliary beams 12 are placed so that the intermediate part of the main beam 6 is located on the lower surface of the X side of the foundation 3, and the pair of Yll auxiliary beams 7 are mounted on the Yll auxiliary beams 7. The configuration of the jack-up device of the second invention is such that the structure of the jack-up device of the second invention is between the two Y-side auxiliary beam units 7m parallel to each other and the two carrier units 7m, which are parallel to the device 1. The corner support 5 is constructed with two rail bodies 5 erected in parallel.

上記レール体5ムの下方には当該レール体の長手方向を
もって油圧シリンダー8と機械式の安全追従ジヤツキ−
9を併設せしめ、これら油圧タリノよ−8とジヤツキ−
9の上端は上記主梁6の下面に連結されていると共に、
上記油圧シリンダー8は上記主梁6に装置した電極棒方
式などの液面検知装置10と油圧電磁弁セ呼により作動
するよう構成されている。
Below the rail body 5m, there is a hydraulic cylinder 8 and a mechanical safety follow-up jack in the longitudinal direction of the rail body.
9 is attached, and these hydraulic tarino-8 and jack-
The upper end of 9 is connected to the lower surface of the main beam 6, and
The hydraulic cylinder 8 is configured to be operated by a liquid level detection device 10 such as an electrode rod type installed on the main beam 6 and a hydraulic solenoid valve.

第3発明のジヤツキアップ装置の構成は、上記装置1に
おいて、上記隅支柱5は2本のレール体5ムが平行に起
立した状9に!l成されていると共に、m該し−ル体の
壁面には所定間隔をもって昇降用小孔5“瓦が穿設され
、上記レール体に取付けらるべき油圧シリンダー8と機
械式の安全追従ジヤツキ−9の下端は上記小孔5°叛に
挿脱するビン8A、9ムで連結支持されると共に、上記
油圧シリンダー8とジヤツキ−9の上端は上記主梁6の
下1ffK突設せしめた軸受6ムに対してビン8B、9
Bで係脱自在に連結され。
The configuration of the jack-up device of the third invention is that in the device 1, the corner support 5 has a shape 9 in which two rail bodies 5 are erected in parallel! In addition, small holes 5" for raising and lowering are bored in the wall surface of the rail body at predetermined intervals, and a hydraulic cylinder 8 and a mechanical safety follower jack to be attached to the rail body are installed. The lower end of -9 is connected and supported by pins 8A and 9 which are inserted into and removed from the small holes 5°, and the upper ends of the hydraulic cylinder 8 and jack 9 are supported by bearings that protrude 1ffK below the main beam 6. Bins 8B and 9 for 6mm
They are detachably connected at B.

かつ、上記油圧シリンダー8は上記主梁6に装置した電
極棒式などの液面検知装置10と油圧電磁弁4P+によ
り作動するよう構成されている。
Further, the hydraulic cylinder 8 is configured to be operated by a liquid level detection device 10 such as an electrode rod type installed on the main beam 6 and a hydraulic solenoid valve 4P+.

そこで、上記主梁6IY@補助梁7.補助梁12はいず
れも土台3の下面に位置するよう配設するため、基礎2
における上記梁6,7.12の設置位置にはこの梁6,
7.12が挿入出来る切欠き2xが形成されることにな
る。また、Y側補助梁7に対して補助梁12は同一レベ
ルになるよう連結されている。以上は基礎2がYll基
礎部2ムとxll基礎部2Bとが平面方形に構成された
場合で説明したが1間堆りの関係で第9図の如く上記基
礎2内に仕切壁20が形成されることがあるが、この場
合はこの仕切壁を中心に一対のYgl補助梁単体7ムと
受梁7Bか適宜採用されると共に、補助梁12も適数本
張設される。このことは碓物の規模が太き(なると轟該
建物内忙上記主梁6と同様構造の中間主梁13を上記隅
支柱5で支持された主梁6と平行に配設されることにな
る。当然この場合上記隅支柱5と同様の支柱を中間支柱
14として植設されることになる。また、上記隅叉柱5
.中間? 長さの支柱単体5ム、14ムにJlj!しておき。
Therefore, the above main beam 6IY @ auxiliary beam 7. Since the auxiliary beams 12 are arranged so as to be located on the lower surface of the foundation 3,
This beam 6, 7.12 is installed at the installation position of the beam 6, 7.
A notch 2x into which 7.12 can be inserted is formed. Furthermore, the auxiliary beam 12 is connected to the Y-side auxiliary beam 7 so as to be on the same level. The above explanation is based on the case where the foundation 2 has a Yll foundation 2m and an However, in this case, a pair of Ygl auxiliary beams 7 and a supporting beam 7B are appropriately employed around this partition wall, and an appropriate number of auxiliary beams 12 are also installed. This means that if the size of the cassowary is large (when Todoroki is inside the building), the intermediate main beam 13, which has the same structure as the main beam 6 above, will be placed parallel to the main beam 6 supported by the corner supports 5. Naturally, in this case, a support similar to the corner support 5 will be installed as the intermediate support 14.
.. In between? Jlj in length of single pillar 5mm, 14mm! Keep it.

ツキ−9についてはオイルモーター、エアーモーター9
0からの動力を変速歯車9Dを介して幀ネジ棒9Hに伝
え、この棒9Bには当該棒9Eの回転に伴って昇降自在
する筒体9νを螺着せしめた構造となっている。さらに
@上記液面検知装置10のllllftは、上記主梁6
を水平を維持しながら昇降制御するために構成されたも
のである。そして、そのIIIMは、地上に対して昇降
する主装置10Aとこの主装置10ムとパイプ10Bで
連結された副装置100からなり、この副装置100は
上紀主!I蓋10ムを中心として左右に位置するよう上
記主梁6にバンド100などで固着されている。そこで
、上記主装置10ムは地上G、L K植設した支柱10
Dに液10冨を収納する容器10Fを昇降自在に壕付け
、この容器10Fの上面には静圧口10Gを有する肇1
0Gが嵌着されている。またー、上記副装置100は液
10Hを収納する容器10工に静圧口10G′を有する
蓋10Gを嵌着して構成され、この蓋には液面!、Lに
対する高さが高い第1fi極棒1aJと低い#I2電極
棒10 y カ取付けられている。なお、上記主装置1
f10ムの昇降は上記支柱IDDと平行#ri持された
ネジ棒10Dに上記主装置10ムのネジ部10ムを螺着
しておき、ネジ棒10Dを回動すると支柱10Dをガイ
ドとして主装置は昇降することになる・そこで、上記装
置1aの作動を説明すると一ネジ棒を回動させて主装置
を所望する高さまで上昇させると、液101の水位が上
ると共に、副装置100内の液10Hも同一レベルま、
↑上昇する。この液10Hの上昇に伴い、纂1゜第2電
極棒10J、10.7’の下端は液10HK接触する。
For Tsuki-9, oil motor, air motor 9
The power from 0 is transmitted to a threaded rod 9H via a speed change gear 9D, and a cylindrical body 9ν that can be raised and lowered as the rod 9E rotates is screwed onto this rod 9B. Furthermore, @llllft of the liquid level detection device 10 is the main beam 6.
It is designed to control the elevation while maintaining the horizontal position. The IIIM consists of a main device 10A that moves up and down with respect to the ground, and a sub-device 100 connected to the main device 10 by a pipe 10B. They are fixed to the main beam 6 with bands 100 or the like so as to be located on the left and right sides of the I lid 10m. Therefore, the above-mentioned main device 10m is connected to the support 10 installed on the ground G and LK.
A container 10F for storing 10 volumes of liquid is movably movable up and down in D, and the upper surface of this container 10F has a static pressure port 10G.
0G is fitted. Furthermore, the above-mentioned sub-device 100 is constructed by fitting a lid 10G having a static pressure port 10G' onto a container 10 that stores a liquid 10H, and this lid has a liquid level. , the first fi pole rod 1aJ having a high height with respect to L and the #I2 electrode rod 10y having a low height are attached. In addition, the main device 1
To raise and lower the f10mm, screw the threaded portion 10mm of the main device 10mm onto a threaded rod 10D held parallel to the support IDD, and when the threaded rod 10D is rotated, the main device moves with the support 10D as a guide. So, to explain the operation of the above device 1a, when the main device is raised to a desired height by rotating one threaded rod, the water level of the liquid 101 rises and the liquid in the sub device 100 rises. 10H is also on the same level.
↑rise. As the liquid 10H rises, the lower ends of the second electrode rods 10J and 10.7' come into contact with the liquid 10HK.

この結果、第1.第2電極棒間虻電流が流れ上昇信号を
出し、この信号によりソレノイドパルプを腸き各油圧シ
リンダー8を伸長せしめ、主梁6は上昇する。二〇主梁
6の上昇に伴つぞlff1l!!置100も上昇する。
As a result, 1. A current flows between the second electrode rods and generates a rising signal, which causes the solenoid pulp to flow and each hydraulic cylinder 8 to extend, causing the main beam 6 to rise. 20 With the rise of main beam 6 lff1l! ! 100 also rises.

副装置100が上昇すると、液10Bの液面の水位が下
がる−この結果、iil電極棒10Jが液面よりはなれ
る。この結果、電気導通が遮断され主梁6の上昇は停止
する・主梁6の降下の場合は、第1電極棒10.Tは液
面に接触せず、j[2電極棒10Jは接触した状態のと
き電気導通なしの逆信号によりソレノイドパルプが開き
、油圧シリンダー内の圧力を低下させて当該主梁6を降
下させる。
When the sub-device 100 rises, the liquid level of the liquid 10B falls - as a result, the Iil electrode rod 10J is removed from the liquid level. As a result, electrical conduction is interrupted and the main beam 6 stops rising.In the case of the main beam 6 falling, the first electrode rod 10. T is not in contact with the liquid surface, and when j [2 electrode rods 10J are in contact with each other, a reverse signal with no electrical conduction causes the solenoid pulp to open, lowering the pressure in the hydraulic cylinder and lowering the main beam 6.

この降下忙より液面が上昇し、第1.露2電極棒は液面
に接し電気導通の状@になる。このとぎ逆信号によりソ
レノイドパルプに閉の信号を送り油圧の降下を停止する
、このような作用をくり返し、上昇あるいは降下作用を
行うことになる。
Due to this descent, the liquid level rose and the first. The two electrode rods come into contact with the liquid surface and become electrically conductive. This reverse signal sends a close signal to the solenoid pulp to stop the drop in oil pressure, and this action is repeated to perform a rising or falling action.

本発明のものは上述の如<siされているかム、主梁6
を所定高さまで上昇させることにZす、S物を土台ごと
上昇し、かつ、この上昇状態な一時期保持し、820図
の如く。
The present invention has a main beam 6 which is constructed as described above.
In order to raise the object to a predetermined height, the object is raised together with the base, and this raised state is maintained for a period of time, as shown in Figure 820.

基礎2を除去し、第21図の如く、所望する高さの新し
い基礎2Dを形成する。しかるのちに主梁を新しい基礎
2D上に降下させる◎この新しい基礎2Dにも降下する
主梁が入るくぼみ部2 D’が形成され、かつ。
The foundation 2 is removed and a new foundation 2D of the desired height is formed as shown in FIG. After that, the main beam is lowered onto the new foundation 2D.◎This new foundation 2D also has a depression 2D' into which the lowered main beam will fit, and.

1ヶ、1□式、え。あ% pw p J、 fz□ヶ、
あ込むことになる・ B、主梁6の昇降に際して油圧シリンダー8と安全追従
ジヤツキ−9とを併用したから。
1 piece, 1□ type, eh. A% pw p J, fz□,
B. When raising and lowering the main beam 6, the hydraulic cylinder 8 and the safety tracking jack 9 were used together.

主梁の上昇作用時には油圧シリンダー8が主として作用
し、安全追従ジヤツキ−9は上記油圧シリンダー8の伸
長に追従し、!1該油圧シリンダーのトラブル発生時の
安全を確保することができる。このことは基礎工事のた
め一定期間保持しているときにおいても同様である。な
お、上記ジヤツキ−9は加重よりはるかに下まわった出
力しかもたないようm’sされている。
When the main beam is raised, the hydraulic cylinder 8 mainly acts, and the safety follow-up jack 9 follows the extension of the hydraulic cylinder 8. 1. Safety can be ensured when trouble occurs with the hydraulic cylinder. This also applies when it is maintained for a certain period of time for foundation work. Incidentally, the above-mentioned jack 9 is designed to have an output far lower than the load.

そこ′r−1これら油圧シリンダー8とジヤツキ−9の
作動を説明すると下記の通りである。第11図、第12
図の如く油圧シリンダー8とジヤツキ−9は収縮した状
1aKしておき、第13図の如(油圧シリンダー8とジ
ヤツキ−9を伸長せしめ主梁6を上9のみで支持される
ことになる。ついで。
The operation of these hydraulic cylinders 8 and jacks 9 will be explained as follows. Figures 11 and 12
As shown in the figure, the hydraulic cylinder 8 and jack 9 are in a contracted state 1aK, and as shown in FIG. Next.

収縮状態の油圧シリンダー8を上刃に位置する小孔5°
kKビン8ム、8N?で取付ける。こののち、ジヤツキ
−9をピン9ム、9Bを抜き取り去る。この結果、主梁
6は油圧シリンダー8で支持されること忙なる。この状
態和しておき、ジヤツキ−9を収縮状11[Lテヒン9
ム、9Bt−利用して上記ジヤツキ−9と平行に取付け
る。取付は位置は第11ンダー8の伸長作用により主梁
6を上昇させることになる。
The hydraulic cylinder 8 in the contracted state is located in the small hole 5° on the upper blade.
kK bin 8mm, 8N? Install it with After that, remove jack 9 and pin 9m and 9B. As a result, the main beam 6 is busy being supported by the hydraulic cylinder 8. After summing this state, Jyatsuki-9 is in the contracted state 11 [L-TEHIN9
9Bt-, and install it parallel to the above-mentioned jack 9. The mounting position is such that the main beam 6 is raised by the expansion action of the eleventh under 8.

0、そして、上記油圧シリンダー8には液面検知装置1
110を連設せしめたから、各油圧シリンダーに対する
重力負荷が一定でないのを水平な状1aK保持しながら
昇降させる・、ことができる、この結果、建物の損傷を
避けることかで會る。
0, and the hydraulic cylinder 8 is equipped with a liquid level detection device 1.
Since the hydraulic cylinders 110 are arranged in series, the gravity load on each hydraulic cylinder is not constant, but it can be raised and lowered while maintaining the horizontal position 1aK.As a result, damage to the building can be avoided.

など、数多くの利点を有する有用な発明と言うべきもの
である。
This is a useful invention with many advantages.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発甲の1実施例を示すもの”C−、iKi図は
平面図、第2図は同上のムーム線断面図。 纂3図は第1図の1部拡大図、第4図は同上のB−B@
断面図、第5図は要部拡大斜視図、1g6図は1外前の
1部を切欠いた正面図、第7図は側面図、纂8図は上昇
時の側面図、![9図は他の実施例の平面図、mto図
は隅支柱などの他の実施例を示す斜視図、 III 1
図は隅支柱と主梁の関係を示す要部拡大図、第12図は
同上)o −’ a線断面図、 IIII 3図、j[
14図、mts図は同上の作用を示す正面図、第16図
は安全追従ジヤツキ−の縦断面図、第17図は油圧シリ
ンダーの縦断面図、第18図は液面検知装置の斜視図、
#E19図は同上の要部拡大構成図。 j112G図、IE21図は作用を説明する要部拡大図
である。 1、、住宅などのジヤツキアップ装置、2.、。 基礎・6・・・土台−4・・・建物−5・・・隅支柱・
606.主梁、7.、、Y側補助采、8.0.油圧シリ
ンダー、9.、、安全追従ジヤツキ−,1o、。 液面検知装置。 特許出鵬入  工事  央 第17図 第20図 第21図
The drawings show one embodiment of the present invention. Figures C- and iKi are plan views, and Figure 2 is a sectional view taken along the Moum line of the same. Figure 3 is an enlarged view of a portion of Figure 1, and Figure 4 is Same as above B-B@
A sectional view, Fig. 5 is an enlarged perspective view of the main part, Fig. 1g6 is a front view with a part of the outside front cut away, Fig. 7 is a side view, and Fig. 8 is a side view when ascending. [Figure 9 is a plan view of another embodiment, mto diagram is a perspective view showing another embodiment such as corner supports, III 1
The figure is an enlarged view of the main part showing the relationship between the corner support and the main beam, Figure 12 is a cross-sectional view on the o-'a line (same as above), Figure III 3, j[
Figure 14 and mts diagram are front views showing the same action as above, Figure 16 is a vertical cross-sectional view of the safety tracking jack, Figure 17 is a vertical cross-sectional view of the hydraulic cylinder, Figure 18 is a perspective view of the liquid level detection device,
#E19 is an enlarged diagram of the main parts of the same as above. Figure j112G and Figure IE21 are enlarged views of main parts for explaining the action. 1. Jack-up device for houses, etc., 2. ,. Foundation・6...Foundation-4...Building-5...Corner support・
606. Main beam, 7. ,, Y side auxiliary button, 8.0. Hydraulic cylinder, 9. ,,safety tracking jack-,1o,. Liquid level detection device. Patent approval Construction Center Fig. 17 Fig. 20 Fig. 21

Claims (1)

【特許請求の範囲】 (11Y方向への!備基礎部2ムと1方向へのxlI基
礎部2Bからなる基礎2上に土台6を設けてなる建物4
において、上記基礎2の外側四隅には隅支柱5を植設し
、上記隅支柱5には上記X側基礎部2Bと平行でかつ上
記隅支柱5に対して昇降自在に主梁6を取付け、上記主
梁6の上面における上記Y情基礎部2ム備には上記土台
3の下面に位置するよう一対の!儒補助梁7を、また、
上記主梁6の中間部には土台3のX備の下面に位置する
よう補助梁12を載置し、上記一対のYll補助梁7は
上記Y備基礎部2ムを中心にして平行な状態の2本のY
儒補助梁単体7ムとこの2本の梁単体7ム間には上記土
台30Y11部分の下面に位置する受梁7Bが遍数本掛
架されていることを4Il&とする住宅などのジヤツキ
アップ装置。 (214I許請求の範11111に記載した住宅などの
ジヤツキアップ装置忙おいて、上記隅支柱5は2本のレ
ール体5ムを平行に起立せしめた状態に構成され、上記
レール体5ムの下方には当該レール体の長手方向をもっ
て油圧シリンダー8と機械式の安全追従ジヤツキ−9を
併設せしめ。 これら油圧シリンダー8とジヤツキ−9の上端へは上記
主梁6の下面に連結されていると共に。 上記油圧シリンダー8は上記主梁6に装置した電極棒方
式などの液面検知装置10と油圧電磁弁+−+釦より作
動するよう構成されていること。 (31特許請求の範囲(11に記載した住宅などのジヤ
ツキアップ装置において、上記隅支柱5は2本のレール
体5ムが平行に起立した状態に構成されていると共に、
当該レール体の壁面には所定間隔をもって昇降用小孔5
λが穿設され、上記レール体に取付けらるぺ會油圧シリ
ンダー8と機械式の安全追従ジヤツキ−9の下端は上記
小孔5XK挿脱するビン8ム、9ムで連結支持されると
共に、上記油圧シリンダー8とジヤツキ−9の上端は上
記主梁6の下面に央設せしめた軸受6ムに対してビン8
B19Bで係脱、自在に連結され、かつ、上記油圧シリ
ンダー8は上記主梁6に装置した電極棒式などの液面検
知装置10と油圧電磁弁4−4−により作動するよ5構
[Claims] (11) A building 4 in which a foundation 6 is provided on a foundation 2 consisting of a foundation 2m in the Y direction and an xlI foundation 2B in one direction
Corner posts 5 are planted at the four outer corners of the foundation 2, and a main beam 6 is attached to the corner posts 5 in parallel with the X-side foundation 2B and movable up and down with respect to the corner posts 5, On the upper surface of the main beam 6, the Y-shaped foundation 2 is provided with a pair of beams located on the lower surface of the foundation 3. Confucian auxiliary beam 7, also,
An auxiliary beam 12 is placed in the middle of the main beam 6 so as to be located on the lower surface of the X-beam of the foundation 3, and the pair of Yll auxiliary beams 7 are parallel to each other with the Yll-base foundation 2m as the center. two Y's
A jack-up device for houses, etc., where a number of support beams 7B located on the lower surface of the base 30Y11 are suspended evenly between the single auxiliary beam 7m and these two single beams 7m. (In the jack-up device for houses, etc., described in Claim 11111 of 214I, the corner support 5 is configured with two rail bodies 5m standing in parallel, and the corner support 5 is configured with two rail bodies 5m standing below the rail body 5m. A hydraulic cylinder 8 and a mechanical safety following jack 9 are installed side by side in the longitudinal direction of the rail body.The upper ends of the hydraulic cylinder 8 and the jack 9 are connected to the lower surface of the main beam 6. The hydraulic cylinder 8 is configured to be operated by a liquid level detection device 10 such as an electrode rod type installed on the main beam 6 and a hydraulic solenoid valve +-+ button. In a jack-up device for a house or the like, the corner support 5 is configured with two rail bodies 5m standing in parallel, and
The wall surface of the rail body is provided with small holes 5 for lifting at predetermined intervals.
λ is bored, and the lower ends of the hydraulic cylinder 8 and the mechanical safety following jack 9, which are attached to the rail body, are connected and supported by the pins 8 and 9 that are inserted into and removed from the small hole 5XK, The upper ends of the hydraulic cylinder 8 and the jack 9 are connected to a bearing 6 which is centrally installed on the lower surface of the main beam 6.
The hydraulic cylinder 8 is operated by a liquid level detection device 10 such as an electrode rod type mounted on the main beam 6 and a hydraulic solenoid valve 4-4-.
JP18018281A 1981-11-09 1981-11-09 Jack-up apparatus of house Granted JPS5883765A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18018281A JPS5883765A (en) 1981-11-09 1981-11-09 Jack-up apparatus of house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18018281A JPS5883765A (en) 1981-11-09 1981-11-09 Jack-up apparatus of house

Publications (2)

Publication Number Publication Date
JPS5883765A true JPS5883765A (en) 1983-05-19
JPS6130112B2 JPS6130112B2 (en) 1986-07-11

Family

ID=16078815

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18018281A Granted JPS5883765A (en) 1981-11-09 1981-11-09 Jack-up apparatus of house

Country Status (1)

Country Link
JP (1) JPS5883765A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58195665A (en) * 1982-05-08 1983-11-14 江本 央 Jack-up apparatus of house
JPH05321485A (en) * 1992-05-19 1993-12-07 Nakajima Kogyo Kk Method for building garage under floor of building
JPH0681489A (en) * 1992-08-31 1994-03-22 Kumanotakeshi Kensetsu Kk Building moving method, and building detaching device therefor
AU2019213442B2 (en) * 2018-08-09 2021-09-09 Stoddart Technology Pty Ltd Relocatable buildings and associated systems and methods
AU2019253781B2 (en) * 2018-08-09 2021-09-09 Stoddart Technology Pty Ltd Relocatable buildings and associated systems and methods

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58195665A (en) * 1982-05-08 1983-11-14 江本 央 Jack-up apparatus of house
JPS6245943B2 (en) * 1982-05-08 1987-09-29 Hiroshi Emoto
JPH05321485A (en) * 1992-05-19 1993-12-07 Nakajima Kogyo Kk Method for building garage under floor of building
JPH0681489A (en) * 1992-08-31 1994-03-22 Kumanotakeshi Kensetsu Kk Building moving method, and building detaching device therefor
AU2019213442B2 (en) * 2018-08-09 2021-09-09 Stoddart Technology Pty Ltd Relocatable buildings and associated systems and methods
AU2019253781B2 (en) * 2018-08-09 2021-09-09 Stoddart Technology Pty Ltd Relocatable buildings and associated systems and methods

Also Published As

Publication number Publication date
JPS6130112B2 (en) 1986-07-11

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