JP3023869B2 - Reinforcement structure of base frame when moving building - Google Patents

Reinforcement structure of base frame when moving building

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Publication number
JP3023869B2
JP3023869B2 JP7123666A JP12366695A JP3023869B2 JP 3023869 B2 JP3023869 B2 JP 3023869B2 JP 7123666 A JP7123666 A JP 7123666A JP 12366695 A JP12366695 A JP 12366695A JP 3023869 B2 JP3023869 B2 JP 3023869B2
Authority
JP
Japan
Prior art keywords
base frame
building
corner
foundation
channel steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP7123666A
Other languages
Japanese (ja)
Other versions
JPH08312160A (en
Inventor
誠治 坂井
Original Assignee
有限会社坂井家起こし
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 有限会社坂井家起こし filed Critical 有限会社坂井家起こし
Priority to JP7123666A priority Critical patent/JP3023869B2/en
Publication of JPH08312160A publication Critical patent/JPH08312160A/en
Application granted granted Critical
Publication of JP3023869B2 publication Critical patent/JP3023869B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は傾いた建物を起こした
り、既存の建物を持ち上げてそのまま移送したりする時
の、土台枠の補強構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for reinforcing a base frame when an inclined building is raised or an existing building is lifted and transported as it is.

【0002】[0002]

【従来の技術】地震による液状化現象や地滑りによって
基礎から傾いた建物を起こすために用いる装置として
は、例えば、本出願人が提案した特公昭52−2502
1号公報に記載の押し上げ装置がある。この装置は簡単
にいえば、各柱ごとに、側面にチャンネル型添え板を固
着し、柱同士のバランスをうまく取りながら、それぞれ
の柱に並置したジャッキで押し上げるものである。
2. Description of the Related Art As an apparatus used to raise a building tilted from a foundation due to liquefaction phenomenon or landslide caused by an earthquake, for example, Japanese Patent Publication No. Sho 52-2502 proposed by the present applicant has been proposed.
There is a lifting device described in Japanese Patent Publication No. In brief, this device is such that a channel-type attachment plate is fixed to the side surface of each pillar, and the pillars are pushed up by jacks juxtaposed to each pillar while maintaining a good balance between the pillars.

【0003】また、建物移送方法としては、例えば、本
出願人が提案した特公平5−29744号公報に記載の
方法がある。この方法は建物の下部外周に沿って補強用
鋼材を枠型に組むと共に、建物の外周壁の骨組みにトラ
ス構造に鋼材を組み付け、昇降手段によって建物を地面
から浮かせ、その下に運搬手段を位置させ、次に昇降手
段によって建物を降下させて運搬手段に載せ、建物の内
的安定を確保しつつ、運搬手段によって建物を移送する
方法であった。
As a method of transporting a building, there is, for example, a method described in Japanese Patent Publication No. 5-29744 proposed by the present applicant. In this method, reinforcing steel is framed along the outer periphery of the lower part of the building, the steel is attached to the truss structure on the frame of the outer peripheral wall of the building, the building is lifted off the ground by means of lifting and lowering, and the transportation means is positioned underneath. Then, the building is lowered by the lifting means and placed on the transportation means, and the building is transferred by the transportation means while ensuring the internal stability of the building.

【0004】[0004]

【発明が解決しようとする課題】しかし、建物の全体や
一部分が持ち上げられる時や運搬手段によって移送され
る時に、柱と柱とが接近又は離間するような力が建物に
加わったりすると、土台枠が変形又は破壊される可能性
があり、その時は建物が使えなくなる。
However, when the whole or a part of the building is lifted or transported by the transportation means, if a force is applied to the building such that the columns come close to or separate from each other, the base frame is not provided. May be deformed or destroyed, at which time the building will be unusable.

【0005】本発明は、上記の問題点にかんがみて提案
されたもので、建物の傾きを修正したり、建物を移送し
たりするために土台枠を持ち上げるときに、その土台枠
が変形することがなく、しかも作業性がよくなる建物移
動時の土台枠の補強構造を提供することを目的としてい
る。
[0005] The present invention has been proposed in view of the above problems, and when the base frame is lifted to correct the inclination of the building or to transport the building, the base frame is deformed. It is an object of the present invention to provide a structure for reinforcing a base frame at the time of moving a building, which has no work and improves workability.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、請求項1の建物移動時の土台枠の補強構造は、建物
の土台枠を基礎から切り離し、ジャッキで押し上げて移
動させるときに施す建物移動時の土台枠の補強構造であ
って、土台枠の内側面にチャンネル鋼材を添設するとと
もに、このチャンネル鋼材の内側に嵌め込むようにして
土台枠のコーナーにコーナー保形具を取り付け、対向す
るコーナーのコーナー保形具を線材で連結したことを特
徴とする。また、請求項2の建物移動時の土台枠の補強
構造においては、複数の部屋を有する建物の土台枠を基
礎から切り離し、ジャッキで押し上げて移動させるとき
に施す建物移動時の土台枠の補強構造であって、所望の
部屋の土台枠の内側面にチャンネル鋼材を添設するとと
もに、このチャンネル鋼材の内側に嵌め込むように して
土台枠のコーナーにコーナー保形具を取り付け、且つ、
チャンネル鋼材を添設していない各部屋の土台枠のコー
ナーにコーナー保形具を取り付け、対向する各コーナー
のコーナー保形具を線材で連結したことを特徴とする
なお、上記線材は伸びなければ金属製でも樹脂製でも構
わない。また、この線材はターンバックル等で長さを調
節できるものが好ましい。
In order to solve the above-mentioned problems, the reinforcing structure of the foundation frame at the time of moving the building according to claim 1 is applied when the foundation frame of the building is separated from the foundation and pushed up by a jack and moved. It is a reinforcement structure of the base frame when moving the building, and the channel steel material is attached to the inner surface of the base frame.
So that it fits inside this channel steel
Attach corner shapes to the corners of the base frame
It is characterized in that the corner shape retainers of the corners are connected by wires. Further, in the reinforcing structure of the base frame at the time of moving the building according to claim 2, the base frame of the building having a plurality of rooms is used.
When detached from the foundation and pushed up and moved with a jack
The reinforcement structure of the base frame when moving the building
Channel steel is attached to the inner surface of the base frame of the room.
Moni, as fitted inside the channel steel
Attach the corner retainer to the corner of the base frame, and
The base frame of each room without steel channel
Corners are attached to the corners, and each corner facing
Are connected by a wire .
The wire may be made of metal or resin as long as it is not stretched. Further, it is preferable that the length of the wire can be adjusted by a turnbuckle or the like.

【0007】[0007]

【作用】請求項1の建物移動時の土台枠の補強構造にお
いては、先ず、土台枠の対向するコーナーを線材で連結
する。例えば、それが長方形の部屋であれば、対向する
2組のコーナー同士を対角線で連結する。この時、長方
形の部屋は三角形状のトラス構造となって、外部から力
がかかっても変形することはない。多角形の部屋の場合
も同様に、対向するコーナー同士を対角線で結び、三角
形状のトラス構造を作る。この後、土台枠をジャッキで
持ち上げて基礎から切り離し、建物を移動させる。ま
た、請求項2の建物移動時の土台枠の補強構造において
は、土台枠のコーナーにコーナー保形具を取り付け、次
にこのコーナー保形具に線材の端部を取り付け、コーナ
ー同士を連結して土台枠と共にトラス構造を形成する。
そして、このコーナー保形具の下面にジャッキ上面を当
てて所望の量だけ持ち上げる。
According to the first aspect of the present invention, the opposing corners of the base frame are connected by a wire. For example, if it is a rectangular room, two opposing corners are connected diagonally. At this time, the rectangular room has a triangular truss structure, and does not deform even when an external force is applied. Similarly, in the case of a polygonal room, the opposing corners are connected diagonally to form a triangular truss structure. After that, the base frame is lifted with a jack, separated from the foundation, and the building is moved. Further, in the reinforcing structure of the base frame at the time of moving the building according to claim 2, a corner retainer is attached to a corner of the base frame, and then an end of the wire is attached to the corner retainer to connect the corners. To form a truss structure together with the base frame.
Then, the upper surface of the jack is brought into contact with the lower surface of the corner retainer and lifted by a desired amount.

【0008】[0008]

【実施例】以下に本発明を、実施例を示した図面に基づ
いて、詳細に説明する。 (実施例1) 図1は本発明にかかる建物移動時の土台枠の補強構造を
施した実施例1の家の平面図,図2は図1のA−A線断
面図,図3は図1のB−B線断面図,図4はコーナー保
形具の斜視図である。実施例1は一方向に傾いた一間だ
けの家を垂直に起こす作業の際の例である。図1乃至図
3において、家を支える土台枠1は土台木11・12・
13・14から成り、これらはコンクリート製の基礎2
にアンカーボルト21‥‥‥21で固定され、土台枠1
のコーナーの上には柱3‥‥3が垂設されている。コー
ナー保形具4は、図4のようにチャンネル鋼材をL型に
加工して接合面を補強し、上面及び底面に孔41を、側
面の所定の部位に複数の孔42をあけたものである。ま
た、中央付近にターンバックルが設けられて全長が可変
の鋼製の線材5の両端部には、コーナー保形具4の孔4
1に通すためのフックが形成されている。また、6は土
台木補強用の長尺のチャンネル鋼材で、土台木12・1
3の側面にネジ止めするため、側面の十数カ所に孔があ
けられている。このチャンネル鋼材6の内側には、図3
のようにコーナー保形具4がはまりこむ。また、7はジ
ャッキ,8はジャッキ7の下に入れる台座,Cは地面で
ある。なお、図1においては、不等沈下によって、土台
木11を支える家の左側の基礎2が、地面Cに沈み込ん
で家が傾いているものとする。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings showing embodiments. First Embodiment FIG. 1 is a plan view of a house according to a first embodiment of the present invention in which a foundation frame is reinforced when a building is moved according to the present invention, FIG. 2 is a cross-sectional view taken along line AA of FIG. 1, and FIG. 1 is a sectional view taken along the line BB of FIG. 1, and FIG. 4 is a perspective view of the corner retainer. The first embodiment is an example of an operation in which a house with only one room inclined in one direction is vertically raised. In FIG. 1 to FIG. 3, a base frame 1 for supporting a house includes
13 and 14, these are concrete foundations 2
Is fixed with anchor bolts 21 ‥‥‥ 21 to the base frame 1
A pillar 3 ‥‥ 3 is erected on the corner. As shown in FIG. 4, the corner shape retainer 4 is formed by processing a channel steel material into an L-shape to reinforce the joining surface, and has a hole 41 on the top and bottom surfaces and a plurality of holes 42 on predetermined side surfaces. is there. In addition, a turnbuckle is provided near the center, and a steel wire rod 5 having a variable length is provided with a hole 4 of a corner retainer 4 at both ends.
The hook for passing through 1 is formed. Reference numeral 6 denotes a long channel steel material for reinforcing the foundation.
Holes are drilled in more than a dozen places on the side for screwing to the side of 3. The inside of the channel steel 6 is shown in FIG.
The corner shape retainer 4 fits in as shown. Reference numeral 7 denotes a jack, 8 denotes a pedestal placed under the jack 7, and C denotes the ground. In FIG. 1, it is assumed that the foundation 2 on the left side of the house supporting the foundation 11 sinks into the ground C and the house is inclined due to uneven settlement.

【0009】次に、傾いた家の土台枠に補強構造を施
し、その後に家を垂直に起こす方法について説明する。
作業は、家の床板を取り外して行うか、床下にもぐって
行う。先ず、チャンネル鋼材6を土台木12・13に添
わせ、それをネジ止め固定する。チャンネル鋼材6は、
土台木12・13の中央部にかかる垂直荷重が小さい時
は不要である。その後、孔42‥‥‥42を使って、コ
ーナー保形具4を土台枠1の4つのコーナー部内側にネ
ジ止めする。続いて、線材5・5の端のフックを四隅の
コーナー保形具4の上面又は下面の孔41にかけて2本
の線材5・5を対角線状に張ってトラス構造とし、その
2本の線材5・5の締めつけ力をターンバックルで交互
に調節して均等にする。次に、水平位置から下がってい
る左側の土台木11両端のコーナー保形具4・4の下
に、ジャッキ7・7を配置する。ジャッキ7は地面Cに
めりこまないように台座8に載せる。そして、それぞれ
のジャッキ7の押し上げ面7aを、図4に示すコーナー
保形具4の下面位置に当てる。図2及び図3はこの状態
である。
Next, a description will be given of a method of providing a reinforcing structure to a base frame of an inclined house, and thereafter raising the house vertically.
Work can be done by removing the floorboard of the house or by going under the floor. First, the channel steel 6 is attached to the foundations 12 and 13 and fixed by screws. Channel steel 6
This is not necessary when the vertical load applied to the central portions of the foundations 12 and 13 is small. After that, the corner retainer 4 is screwed to the inside of the four corners of the base frame 1 using the holes 42 ‥‥‥ 42. Subsequently, the hooks at the ends of the wires 5.5 are hooked to the holes 41 on the upper surface or the lower surface of the four corner holders 4 to stretch the two wires 5.5 diagonally to form a truss structure.・ Adjust the tightening force of 5 alternately with a turnbuckle to make it even. Next, the jacks 7.7 are arranged under the corner retainers 4 at both ends of the left base 11 which are lowered from the horizontal position. The jack 7 is placed on the pedestal 8 so as not to sink into the ground C. Then, the push-up surfaces 7a of the respective jacks 7 are brought into contact with the lower surface position of the corner retainer 4 shown in FIG. 2 and 3 show this state.

【0010】次に、土台枠1の全てのアンカーボルト2
1‥‥‥21を外した後、2つのジャッキ4・4のバラ
ンスをとりながら、コーナー保形具4・4を押し上げ、
基礎2から土台木11・12・13を持ち上げる。この
ようにして、土台枠1が水平になったら、土台木11・
12・13の下に新たな基礎を設け、基礎上面を水平に
する。この基礎に再び土台枠1を固定して家を直立さ
せ、内外装の傷みを補修する。
Next, all anchor bolts 2 of the base frame 1
After removing the 1 ‥‥‥ 21, push up the corner retainers 4.4 while balancing the two jacks 4.4
Lift foundations 11, 12, and 13 from foundation 2. In this way, when the base frame 1 is horizontal, the base
A new foundation is provided below 12 and 13, and the upper surface of the foundation is leveled. The base frame 1 is fixed to this foundation again, and the house is erected, and the damage of the interior and exterior is repaired.

【0011】コーナー保形具2つをセットして土台木1
1を持ち上げるのが難しいときは、図1に示すように土
台木11の中間部に短いチャンネル鋼材40をネジ止め
し、ここに3台目のジャッキをセットして、土台木11
のもち上げを補助してもよい。もちろん、短いチャンネ
ル鋼材40の代わりに、チャンネル鋼材6のような長尺
ものをセットして用いてもよい。また、コンクリート製
の基礎2の上面を欠いて土台木11との間に隙間をあ
け、そこに厚い鋼板を差し入れて、基礎2の内側と外側
に出た部分を、バランスよく2つのジャッキで持ち上げ
てもよい。この鋼板は土台木11に固定する必要はな
い。更に、家の三方のコーナー部分が下がっている場合
は、その三方のコーナー部分にジャッキをセットしてバ
ランスよく持ち上げるのは言うまでもない。更に、壁面
も2本以上の線材で補強してトラス構造とすると、壁に
無理な力がかかっても破壊される心配がない。
[0011] Two corner shape holders are set and the base 1
When it is difficult to lift the base material 11, as shown in FIG. 1, a short channel steel material 40 is screwed to the middle part of the base material 11, and a third jack is set here.
You may assist in hoisting. Of course, instead of the short channel steel material 40, a long material such as the channel steel material 6 may be set and used. In addition, a gap is formed between the foundation 2 and the concrete foundation 2 without the upper surface, a thick steel plate is inserted into the gap, and the inner and outer parts of the foundation 2 are lifted up with two jacks in a well-balanced manner. You may. This steel plate does not need to be fixed to the base 11. Furthermore, if the three corners of the house are lowered, it goes without saying that jacks are set in the three corners and lifted in a well-balanced manner. Furthermore, if the wall surface is reinforced with two or more wires to form a truss structure, there is no fear that the wall will be broken even if an excessive force is applied.

【0012】(実施例2) 実施例2の建物移動時の土台枠の補強構造は、図5の平
面図及び図6の斜視図に示した複数の部屋を持つ一般の
住宅9の移送作業の際にも施されるものである。図5に
示すように、住宅9はコーナー保形具4・・・4と線材
51・52・53・54を用いて、部屋ごとに土台枠1
0を補強して、主要な柱をジャッキアップできるように
する。また、部屋の大きさによっては、ジャッキアップ
の際に無理な垂直の荷重がかかっても土台木がたわまな
いように、その側面にチャンネル鋼材61をネジ止め添
設して補強する。この時、各部屋ごとに各2本の線材の
張りを均等に調節するだけでなく、土台枠10の一部に
無理な力がかからないように、住宅9全体の線材51・
52・53・54の張りを調節する必要がある。このよ
うにすると、土台枠10全体が一体となるので、つり下
げた場合でも土台枠10が変形することがない。なお住
宅9は、全部の柱が一旦ジャッキで持ち上げられて、基
礎のアンカーボルトが土台枠10を形成する土台木から
抜かれた後、全体がクレーンによってつり上げられて移
送され、別の基礎に据えつけられるので、図6に示すよ
うに建物の全ての壁に鋼製の線材55・56・・・が、
トラス構造に組み付けられて補強されている。
(Embodiment 2) The reinforcement structure of the base frame when moving the building according to Embodiment 2 is used for the transfer operation of a general house 9 having a plurality of rooms shown in the plan view of FIG. 5 and the perspective view of FIG. It is also applied at the time. As shown in FIG. 5, the housing 9 uses the corner shape retainers 4... 4 and the wire rods 51, 52, 53, and 54, and the base frame 1 for each room.
Reinforce the 0 to allow key pillars to be jacked up. Further, depending on the size of the room, a channel steel material 61 is screwed on the side surface to reinforce the base material so that the base material does not bend even if an excessive vertical load is applied at the time of jacking up. At this time, not only the tension of the two wires for each room is adjusted evenly, but also the wires 51 of the entire house 9 so that an unreasonable force is not applied to a part of the base frame 10.
It is necessary to adjust the tension of 52, 53, 54. By doing so, the entire base frame 10 is integrated, so that the base frame 10 is not deformed even when it is suspended. In addition, after all the pillars are once lifted by the jack and the anchor bolts of the foundation are pulled out of the foundation forming the foundation frame 10, the house 9 is entirely lifted and transferred by a crane, and is installed on another foundation. As shown in FIG. 6, steel wires 55, 56,...
Reinforced with truss structure.

【0013】なお、上記の移送工事後もコーナー保形具
や線材を取り外さないで、そのまま取り付けておいても
よい。その時は常時、家の構造を補強することになる。
また、上記コーナー保形具やチャンネル鋼材は、アング
ル鋼材で成型しても構わない。
[0013] After the above-mentioned transfer work, the corner shape retainer and the wire may be attached without being removed. At that time, the structure of the house will always be reinforced.
Further, the corner retainer and the channel steel material may be formed of an angle steel material.

【0014】[0014]

【発明の効果】請求項1に係る建物移動時の土台枠の補
強構造によれば、土台枠の対向するコーナーを線材で連
結したので、建物の傾きを修正したり、建物を移送した
りするために土台枠を持ち上げるときでも、土台枠が変
形することがなく、建物が歪むこともない。また、請求
項2に係る建物移動時の土台枠の補強構造によれば、コ
ーナー保形具を取り付けたことによって土台枠のコーナ
ーはその形が保たれるので、無理な力がかかってもコー
ナーが変形することはない。また、コーナー保形具を取
り付けたので、ジャッキが当てやすくなり作業性がよく
なる。
According to the reinforcing structure of the base frame when the building is moved according to the first aspect, the opposite corners of the base frame are connected by the wire, so that the inclination of the building is corrected or the building is transferred. Therefore, even when the base frame is lifted, the base frame is not deformed and the building is not distorted. In addition, according to the reinforcing structure of the base frame at the time of moving the building according to claim 2, since the corner of the base frame is maintained in its shape by attaching the corner shape retainer, the corner is maintained even if an excessive force is applied. Is not deformed. In addition, since the corner shape retainer is attached, the jack can be easily applied and workability is improved.

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

【図1】本発明にかかる建物移動時の土台枠の補強構造
を施した実施例1の家の平面図である。
FIG. 1 is a plan view of a house according to a first embodiment of the present invention in which a foundation frame reinforcement structure for moving a building according to the present invention is applied.

【図2】図1のA−A線断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1のB−B線断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;

【図4】コーナー保形具の斜視図である。FIG. 4 is a perspective view of a corner retainer.

【図5】本発明に係る建物移動時の土台枠の補強構造を
施した実施例2の住宅の平面図である。
FIG. 5 is a plan view of a house according to a second embodiment of the present invention in which a foundation frame reinforcement structure for moving a building is provided.

【図6】実施例2の住宅の斜視図である。FIG. 6 is a perspective view of a house according to a second embodiment.

【符号の説明】[Explanation of symbols]

1,10 土台枠 11・12・13・14 土台木 2 基礎 21 アンカーボルト 3 柱 4 コーナー保形具 5,51,52,53,54,55,56 線材 6,40,61 チャンネル鋼材 7 ジャッキ 8 台座 9 住宅 C 地面 1,10 Base frame 11,12,13,14 Base 2 Base 21 Anchor bolt 3 Column 4 Corner retainer 5,51,52,53,54,55,56 Wire 6,40,61 Channel steel 7 Jack 8 Pedestal 9 House C Ground

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】建物の土台枠を基礎から切り離し、ジャッ
キで押し上げて移動させるときに施す建物移動時の土台
枠の補強構造であって、土台枠の内側面にチャンネル鋼
材を添設するとともに、このチャンネル鋼材の内側に嵌
め込むようにして土台枠のコーナーにコーナー保形具を
取り付け、対向するコーナーのコーナー保形具を線材で
連結したことを特徴とする建物移動時の土台枠の補強構
造。
1. A structure for reinforcing a foundation frame at the time of moving the building, which is provided when the foundation frame of the building is separated from the foundation and pushed up by a jack, and wherein a channel steel is provided on an inner surface of the foundation frame.
Material and fit inside the channel steel.
Insert the corner retainer at the corner of the base frame
The reinforcement structure of the base frame when moving the building, characterized in that the corner shape fittings at the opposite corners are attached and connected by wires.
【請求項2】複数の部屋を有する建物の土台枠を基礎か
ら切り離し、ジャッキで押し上げて移動させるときに施
す建物移動時の土台枠の補強構造であって、所望の部屋
の土台枠の内側面にチャンネル鋼材を添設するととも
に、このチャンネル鋼材の内側に嵌め込むようにして土
台枠のコーナーにコーナー保形具を取り付け、且つ、チ
ャンネル鋼材を添設していない各部屋の土台枠のコーナ
ーにコーナー保形具を取り付け、対向する各コーナーの
コーナー保形具を線材で連結したことを特徴とする建物
移動時の土台枠の補強構造。
2. The base frame of a building having a plurality of rooms.
Disconnect and push up with a jack to move it.
The reinforcement structure of the base frame when moving the building
Channel steel is attached to the inner surface of the base frame
To the inside of this channel steel material
Attach the corner retainer to the corner of the underframe and
Corner of the base frame of each room without channel steel
Attach corner shape fittings to each corner
Reinforcement structure of base frame when moving building , characterized by connecting corner shape retainers with wires .
JP7123666A 1995-05-23 1995-05-23 Reinforcement structure of base frame when moving building Expired - Lifetime JP3023869B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7123666A JP3023869B2 (en) 1995-05-23 1995-05-23 Reinforcement structure of base frame when moving building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7123666A JP3023869B2 (en) 1995-05-23 1995-05-23 Reinforcement structure of base frame when moving building

Publications (2)

Publication Number Publication Date
JPH08312160A JPH08312160A (en) 1996-11-26
JP3023869B2 true JP3023869B2 (en) 2000-03-21

Family

ID=14866295

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7123666A Expired - Lifetime JP3023869B2 (en) 1995-05-23 1995-05-23 Reinforcement structure of base frame when moving building

Country Status (1)

Country Link
JP (1) JP3023869B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100454986B1 (en) * 2002-02-19 2004-11-06 오원균 A System for Increase of Height or Floor And An Equipment
JP5937883B2 (en) * 2012-05-09 2016-06-22 トヨタホーム株式会社 Mounting member for building jack-up
JP6730554B2 (en) * 2016-03-04 2020-07-29 株式会社 アイザックアワジ Inclined house jack up auxiliary metal fittings and jack up construction method using the same.
CN109610878B (en) * 2018-12-17 2023-07-18 济南王府园林古建筑工程有限公司 Multifunctional wall body correcting instrument and wall body correcting method
CN109914850B (en) * 2019-03-27 2020-12-25 山东建固特种专业工程有限公司 Transport building in-place indicating device and method

Also Published As

Publication number Publication date
JPH08312160A (en) 1996-11-26

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