JPH08312160A - Reinforcing structure of sill frame in moving building - Google Patents

Reinforcing structure of sill frame in moving building

Info

Publication number
JPH08312160A
JPH08312160A JP12366695A JP12366695A JPH08312160A JP H08312160 A JPH08312160 A JP H08312160A JP 12366695 A JP12366695 A JP 12366695A JP 12366695 A JP12366695 A JP 12366695A JP H08312160 A JPH08312160 A JP H08312160A
Authority
JP
Japan
Prior art keywords
building
base frame
corner
foundation
corner shape
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
JP12366695A
Other languages
Japanese (ja)
Other versions
JP3023869B2 (en
Inventor
Seiji Sakai
誠治 坂井
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.)
SAKAIYA OKOSHI KK
Original Assignee
SAKAIYA OKOSHI KK
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 SAKAIYA OKOSHI KK filed Critical SAKAIYA OKOSHI KK
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

Links

Abstract

PURPOSE: To prevent the deformation of a sill frame when the inclination of a building is corrected and the building is transferred, and to improve workability. CONSTITUTION: Corner shape retaining tools 4... 4 are installed at the corner sections of a sill frame 1 for a building, and two pairs of the opposed corner shape retaining tools 4, 4 are tied mutually by wires 5, 5 made of steel respectively. The length of the two wires 5, 5 is adjusted by turnbuckles, and the strength of tension is equalized. The underside of the corner retaining tool 4 mounted at the corner section to be lifted is elevated by a jack 7 and an inclination is corrected, and the whole building is lifted and transported.

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 reinforced structure for a base frame when a tilted building is raised or an existing building is lifted and transferred.

【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 inclined from a foundation due to a liquefaction phenomenon caused by an earthquake or a landslide, for example, Japanese Patent Publication No. 52-2502 proposed by the present applicant.
There is a lifting device described in Japanese Patent No. In simple terms, this device is such that each column has a channel-type attachment plate fixed to the side surface, and while maintaining good balance between the columns, it is pushed up by jacks juxtaposed to each column.

【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 transferring a building, for example, there is a method described in Japanese Patent Publication No. 5-29744 proposed by the present applicant. In this method, reinforcing steel materials are assembled in a frame shape along the outer circumference of the lower part of the building, steel materials are assembled to the truss structure on the framework of the outer peripheral wall of the building, the building is lifted from the ground by the elevating means, and the transportation means is located below it. Then, the building was lowered by the elevating means and placed on the transportation means, and the building was 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, if a force is applied to the building such that the pillars come close to or separate from each other when the whole or a part of the building is lifted or transferred by the transportation means, the foundation frame is used. May be deformed or destroyed, at which time the building will become 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。
The present invention has been proposed in view of the above problems, and when the foundation frame is lifted to correct the inclination of the building or to transfer the building, the foundation frame is deformed. It is an object of the present invention to provide a reinforced structure for a base frame when a building is moved, which is free of 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、ジャッキで持ち上げて移
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、土台枠の対向するコーナーを線材で連結した。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、請求項1に記載の土台枠の補強構造の土台枠のコー
ナーにコーナー保形具を取り付けると共に、このコーナ
ー保形具に線材の端部を取り付けた。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 base frame for moving a building according to claim 1 is provided when the base frame of the building is separated from the foundation and lifted by a jack to move. It is a reinforcement structure of the base frame when moving the building, and the opposite corners of the base frame are connected by wires. Further, in the reinforcing structure of the base frame for moving a building according to claim 2, a corner shape retainer is attached to a corner of the base frame of the base frame reinforcement structure according to claim 1, and a wire rod is attached to the corner shape retainer. Attached the end of. The wire may be made of metal or resin as long as it does not extend. Further, it is preferable that this wire rod has a length adjustable 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。
In the reinforcing structure of the base frame for moving a building according to the first aspect of the present invention, first, the opposite corners of the base frame are connected by wire rods. For example, if it is a rectangular room, two pairs of opposite corners are connected by a diagonal line. At this time, the rectangular room has a triangular truss structure and is not deformed even if an external force is applied. Similarly, in the case of a polygonal room, opposite corners are connected by diagonal lines to form a triangular truss structure. After this, the foundation frame is jacked up to separate it from the foundation and the building is moved. In the reinforcing structure of the base frame for moving a building according to claim 2, a corner shape retainer is attached to a corner of the base frame, and then an end of a wire is attached to the corner shape retainer to connect the corners. Form a truss structure with the base frame.
Then, the upper surface of the jack is applied to the lower surface of the corner shape 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41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・13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。
The present invention will be described below in detail with reference to the drawings showing the embodiments. (Embodiment 1) FIG. 1 is a plan view of a house according to an embodiment 1 in which a foundation frame is reinforced when moving a building according to the present invention, and FIG.
4 is a sectional view taken along line AA of FIG. 3, and FIG. 3 is a sectional view taken along line BB of FIG.
FIG. 4 is a perspective view of a corner shape retainer. Example 1 is an example of a work for vertically raising a house that is inclined in one direction and has only one space. 1 to 3, a base frame 1 for supporting a house is composed of base trees 11, 12, 13 and 14, which are fixed to a concrete base 2 with anchor bolts 21 ... 21 and are corners of the base frame 1. Pillars 3 ... 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 joint surface, and forming holes 41 on the top and bottom surfaces and a plurality of holes 42 at predetermined side surfaces. is there. Further, a turnbuckle is provided near the center, and hooks for passing through the holes 41 of the corner shape retainer 4 are formed at both ends of the steel wire 5 having a variable length. Further, 6 is a long channel steel material for reinforcing the foundation wood, and holes are formed at ten or more places on the side surfaces to be screwed to the side surfaces of the foundation woods 12 and 13. Inside the channel steel material 6, the corner shape retainer 4 is fitted as shown in FIG. Further, 7 is a jack, 8 is a pedestal put under the jack 7, and C is the ground. In addition, in FIG. 1, the foundation 2 on the left side of the house that supports the foundation 11 due to uneven settlement
However, it is assumed that the house sinks on the ground C and the house is tilted.

【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 method for providing a reinforcing structure to the base frame of a tilted house and then raising the house vertically will be described.
Work is done either by removing the floorboards of the house or by going under the floor. First, the channel steel material 6 is put along the base woods 12 and 13, and fixed by screws. Channel steel 6
It is not necessary when the vertical load applied to the central portions of the base trees 12 and 13 is small. After that, the corner shape retainer 4 is screwed to the inside of the four corner portions of the base frame 1 using the holes 42. Then, the hooks at the ends of the wire rods 5 and 5 are stretched diagonally to form the truss structure by hooking the hooks at the ends of the corner shape retainers 4 at the four corners to the holes 41 on the upper surface or the lower surface, and the two wire rods 5・ Alternately adjust the tightening force of 5 with a turnbuckle. Next, the jacks 7 and 7 are arranged below the corner shape retainers 4 and 4 at both ends of the base tree 11 on the left side which is lowered from the horizontal position. The jack 7 is placed on the pedestal 8 so as not to get caught in the ground C. Then, the pushing-up surface 7a of each jack 7 is applied to the lower surface position of the corner shape keeping tool 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 the anchor bolts 2 of the base frame 1
After removing 21 ... 21, while pushing the balance between the two jacks 4.4, push up the corner shape retainers 4.4.
Lift the foundations 11, 12 and 13 from the foundation 2. In this way, when the base frame 1 becomes horizontal,
A new foundation is provided below 12 and 13, and the upper surface of the foundation is made horizontal. The foundation frame 1 is fixed again to this foundation to erect the house and repair the damage to the interior and exterior.

【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。
Set up two corner shape retainers and base 1
When it is difficult to lift 1, the short channel steel material 40 is screwed to the middle portion of the base material 11 as shown in FIG. 1, and the third jack is set here, and the base material 11 is attached.
You may assist in raising the rice cake. Of course, instead of the short channel steel 40, a long one such as the channel steel 6 may be set and used. Moreover, the upper surface of the concrete base 2 is cut off to make a gap between the base 2 and the base wood 11, and a thick steel plate is inserted therein, and the parts protruding to the inside and outside of the base 2 are lifted with two jacks in a well-balanced manner. May be. This steel plate need not be fixed to the base wood 11. Furthermore, if the three corners of the house are lowered, it goes without saying that jacks should be set on the three corners and lifted in a well-balanced manner. Furthermore, if the wall surface is reinforced with two or more wire rods to form a truss structure, there is no risk of damage even if an unreasonable force is applied to the wall.

【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10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 during the movement of the building of the embodiment 2 is used for the transfer work of the 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 occasion. As shown in FIG. 5, the house 9 can use the corner shape retainers 4 ... 4 and the wires 51, 52, 53, 54 to reinforce the base frame 10 for each room and jack up main columns. To do so. Further, depending on the size of the room, a channel steel material 61 is attached by screwing to the side surface of the base material 61 to reinforce it so that the base tree does not bend even if an unreasonable vertical load is applied during jacking up. At this time, not only is the tension of the two wire rods adjusted equally for each room, but also the wire rods 51, 52, 53, 54 of the entire house 9 are set so that an unnecessary force is not applied to a part of the base frame 10. You need to adjust the tension. In this way, the entire base frame 10 is integrated so that the base frame 10 does not deform even when it is hung. It should be noted that, in the house 9, after all the pillars have been once jacked up and the anchor bolts of the foundation have been removed from the foundation wood forming the foundation frame 10, the whole is lifted by a crane and transferred, and installed on another foundation. Therefore, as shown in FIG. 6, the steel wire rods 55, ... Are assembled and reinforced in the truss structure on all the walls of the building.

【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。
It should be noted that the corner shape retainer and the wire may be attached as they are without being removed even after the above-mentioned transfer work. At that time, we will always reinforce the structure of the house.
Further, the corner shape retainer and the channel steel material may be formed by 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 for moving a building according to the first aspect of the present invention, since the opposite corners of the base frame are connected by the wire rod, the inclination of the building is corrected and the building is transferred. Therefore, even when the base frame is lifted, the base frame is not deformed and the building is not distorted. According to the reinforcing structure of the base frame for moving a building according to claim 2, since the corner of the base frame is maintained by attaching the corner shape retainer, the corner is maintained even if an excessive force is applied. Does not deform. Also, since the corner shape retainer is attached, it is easy to hit the jack and workability is improved.

【図面の簡単な説明】[Brief description of 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 in which a foundation frame reinforcing structure is provided when moving a building according to the present invention.

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

【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 shape 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 in which a foundation frame reinforcing structure is provided when moving a building according to the present invention.

【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 wood 2 Foundation 21 Anchor bolt 3 Pillar 4 Corner shape retainer 5,51,52,53,54,55,56 Wire rod 6,40,61 Channel steel 7 Jack 8 Pedestal 9 Housing C Ground

Claims (2)

【特許請求の範囲】[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、土台枠の対向するコーナーを線
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 reinforcing structure for a base frame when a building is moved when the base frame of the building is separated from the foundation and pushed up by a jack to move the base frame, and the opposite corners of the base frame are connected by wire rods. Reinforcement structure of the base frame when moving the building.
【請求項2】土台枠のコーナーにコーナー保形具を取り
付けると共に、このコーナー保形具に線材の端部を取り
付けたことを特徴とする請求項1に記載の建物移動時の
土台枠の補強構造。
2. Reinforcement of the base frame when moving a building according to claim 1, wherein a corner shape retainer is attached to a corner of the base frame and an end of a wire is attached to the corner shape retainer. Construction.
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 true JPH08312160A (en) 1996-11-26
JP3023869B2 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)

Cited By (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
JP2013234482A (en) * 2012-05-09 2013-11-21 Toyota Home Kk Mounting member for jacking up building
JP2017155539A (en) * 2016-03-04 2017-09-07 株式会社 アイザックアワジ Inclined house jack-up auxiliary metal fitting and jack-up method of using thee same
CN109610878A (en) * 2018-12-17 2019-04-12 济南王府园林古建筑工程有限公司 Multifunctional wall body corrects instrument and wall antidote
CN109914850A (en) * 2019-03-27 2019-06-21 山东建固特种专业工程有限公司 A kind of transport building instruction device in place and method

Cited By (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
JP2013234482A (en) * 2012-05-09 2013-11-21 Toyota Home Kk Mounting member for jacking up building
JP2017155539A (en) * 2016-03-04 2017-09-07 株式会社 アイザックアワジ Inclined house jack-up auxiliary metal fitting and jack-up method of using thee same
CN109610878A (en) * 2018-12-17 2019-04-12 济南王府园林古建筑工程有限公司 Multifunctional wall body corrects instrument and wall antidote
CN109914850A (en) * 2019-03-27 2019-06-21 山东建固特种专业工程有限公司 A kind of transport building instruction device in place and method

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