JP3921549B1 - Seismic foundation reconstruction method for existing unqualified houses - Google Patents
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Abstract
【課題】
住宅の品質確保の促進等に関する法律、第87条住宅の新築工事の請負人の瑕疵担保責任の特例では、新築時における住宅の地盤調査を行わず、地盤の状況を配慮しない基礎を設計、施工したために不同沈下が生じた場合には、基礎の瑕疵として本法の対象となった。
この法律以前の地盤の扱いは、建主の責任に於いて調査、基礎杭等を行うと、建築基準法では解釈されていた。木造住宅の基礎地盤測定は、少ない事例です。
【解決手段】
既に住宅が建っていても、地盤の状況を適切に調査した上で、調査結果に応じた基礎の設計を行い、既存不適格住宅の基礎を解体後、基礎杭打設、新土台と新耐震壁の柱に対応した引寄せ金物の設置、換気口の設置した、鉄筋コンクリート製の基礎の施工は、既存不適格住宅を耐震等級3（数百年に一度程度に発生する地震による力の1.5倍の力に対して倒壊、崩壊、損傷生じない程度）建物に再生する事の基本条件である。
【選択図】 図2【Task】
Under the Law Concerning Promotion of Housing Quality Assurance and Article 87 Special Provisions for Liability Guarantee of Contractors for New Construction of Houses, the foundations that do not consider the ground conditions are designed and constructed without conducting a ground survey of the houses at the time of new construction. In the event that dissimilar subsidence occurred, it was subject to the Act as a foundation trap.
The handling of the ground prior to this law was interpreted by the Building Standards Act when investigations, foundation piles, etc. were conducted under the responsibility of the owner. There are few examples of measuring the basic ground of wooden houses.
[Solution]
Even if a house has already been built, the ground condition is appropriately investigated, the foundation is designed according to the survey results, the foundation of the existing unqualified house is dismantled, foundation pile driving, new foundation and new earthquake resistance Installation of attracting hardware corresponding to the pillars of the wall, construction of the foundation made of reinforced concrete with ventilation openings installed in the existing non-qualified housing is earthquake resistant class 3 (1.5 times the force caused by earthquakes that occur once every several hundred years) This is the basic condition for regenerating the building.
[Selection] Figure 2
Description
「既存不適格」は、建築時は建築基準法などの規定を満たしていたが、その後の法改正などで不適合となった建物をさす。
住宅のブロック塀の倒壊などで28人の死者が出た1978年の宮城県沖地震を受け、1981年に建築基準法が改正。住宅基礎や壁の耐震基準が強化され、以後の建物は震度6程度の地震でも崩れず、人命を守る強度がもとめられる。国土交通省は、住宅の総戸数４７００万戸中、約25％にあたる1150万戸が1981年の新基準前につくられ、耐震性に不安があると推計している。
旧基準の建物の耐震性に関し、内閣府は阪神大震災や芸予地震などの被害を基に建物の平均的な全壊率を出している。木造住宅の場合、新基準後の建物は震度6強で約10％だったのに対し、それ以前の建物は約70パーセントだった。
そこで、「既存不適格住宅」を含む欠陥住宅を根絶するに安価で簡便な補強方法の開発が求められている。
建物上屋の壁と床の補強工事を行っても過半が無鉄筋コンクリートの既存不適格である基礎を、耐震基礎に改築せねば効果があがらない。
“Existing disqualification” refers to a building that has met the requirements of the Building Standards Act at the time of construction but has become non-conforming due to subsequent revisions of the law.
The Building Standards Act was revised in 1981 following the 1978 Miyagi-oki earthquake that caused 28 people to die due to the collapse of a housing block. The seismic standards for housing foundations and walls have been strengthened, and the subsequent buildings will not be destroyed by an earthquake with a seismic intensity of about 6, and the strength to protect human lives will be sought. The Ministry of Land, Infrastructure, Transport and Tourism estimates that 11.5 million, or about 25% of the 47 million houses, were created before the new standard in 1981, and that there is concern about earthquake resistance.
Regarding the earthquake resistance of old-standard buildings, the Cabinet Office has issued an average total destruction rate based on damages such as the Great Hanshin Earthquake and Geiyo Earthquake. In the case of wooden houses, the buildings after the new standard were about 10% with a seismic intensity of 6 or higher, while those before that were about 70%.
Therefore, development of a cheap and simple reinforcement method is required to eradicate defective houses including “existing ineligible houses”.
Even if the walls and floors of the building roof are reinforced, it will not be effective if the foundations, the majority of which are ineligible for existing reinforced concrete, are converted to earthquake resistant foundations.
建築物の基礎の構造方法及び構造計算の基準を平成12年建設省告示第1347号に定めた。
地盤調査に基づき、
地耐力が1ｍ2につき20キロニュートン未満の場合にあっては基礎ぐい、
地耐力が1ｍ2につき20キロ以上から30キロニュートン未満の場合にあってはべた基礎、
地耐力が1ｍ2につき30キロニュートン以上の場合にあっては布基礎の構造と鉄筋の本数が定められた。
The construction method of the foundation of the building and the standard of the structural calculation were established in the Ministry of Construction Notification No. 1347 in 2000.
Based on the ground survey,
The land yield strength is in the case of less than 20 kN per 1m 2 basis eating,
Solid foundation bearing capacity is in the case from more than 20 kilometers per 1m 2 of less than 30 kN,
Earth strength has been determined the structure and the number of reinforcing bars of cloth basis In the case of more than 30 kN per 1m 2.
木造建築物の構造耐力上主要な部分である継手又は仕口は、平成12年建設省告示第1460号に対応した木造住宅用接合金物を、現場で取り付け使用しなければならなくなった。建設省告示第1460号に対応した木造住宅用接合金物は、（財）日本住宅・木材技術センターが承認しているＺマーク金物として、厳重な検査を受けて市場に販売されている。 For joints or joints, which are the main parts of structural strength of wooden buildings, it is necessary to attach and use wooden housing joints that correspond to the Ministry of Construction Notification No. 1460 in 2000. Metal fittings for wooden houses that comply with the Ministry of Construction Notification No. 1460 are sold to the market under strict inspection as Z-mark hardware approved by the Japan Housing and Wood Technology Center.
平成14年7月12日に、「居室内における科学物質の発散に対する衛生上の処置」として建築基準法が改正され「法第28条の2」が加えられました。
ホルムアルデヒド対策の1つに、天井裏、床下、壁内、収納スペースなどから居室へのホルムアルデヒドの流入を防ぐため、次の3措置のうちいずれかの措置が必要になりました。建材による措置、気密層、通気止めによる措置、換気設備による措置が義務化された。
On July 12, 2002, the Building Standards Law was revised as “Hygiene Measures for the Diversification of Scientific Substances in the Room” and “Article 28-2” was added.
As one formaldehyde measure, one of the following three measures is required to prevent the inflow of formaldehyde into the living room from behind the ceiling, under the floor, inside the wall, and storage space. Measures by building materials, airtight layer, measures by air vents, and measures by ventilation equipment became mandatory.
住宅の品質確保の促進等に関する法律が平成11年6月23日公布され、告示日本住宅性能表示基準・評価基準が平成14年4月施行された。この基準をもとに
表示事項の内、1-1耐震等級（構造躯体の倒壊等防止）、1-2耐震等級（構造躯体の損傷防止）、1-3耐風等級（構造躯体の倒壊等防止及び損傷防止）、1-4耐積雪等級（構造躯体の倒壊等防止及び損傷防止）、1-5地盤又は杭の許容支持力及びその設定方法、1-6基礎の構造方法及び形式等、3-1劣化対策等級（構造躯体等）、4-1維持管理対策等級（専用配管）、4−2維持管理対策等級（共用配管）、5-1省エネルギー対策等級、の等級を高めるには、全て既存不適格基礎（６）を解体後に新基準の鉄筋コンクリート造の耐震基礎（９）を施工することから始まる。
地盤調査機のデーターに配慮をした基礎の設計、施工が必要。
地耐力不足の時は、基礎杭（４）又は地盤改良をせねばならない。
既存不適格住宅（１）は、北側の壁面と敷地境界線との距離は通常90センチメートル以内である。
この北側の約90センチメートルの敷地に新基準の鉄筋コンクリート造の耐震基礎（９））の為に、基礎杭（４）を打設するのは、くい打ち用のキャタビラ式重機の搬入は困難である。
そこで、既存不適格住宅（1）をジャッキアップに用いる横架鋼材（2）は、既存不適格住宅（1）土台の基礎（6）を一部解体して貫通し、水平に架設し、既存不適格住宅（1）外部の両端に、横架鋼材（2）上のレール（3）と杭打ち機（20）により基礎杭（4）が打設される。打設された基礎杭（4）は、耐震基礎（9）に使用されるが、ジャッキ（5）底の耐圧を補強されて前記横架鋼材（2）を持ち上げにも利用しなければならない。
It is necessary to design and construct a foundation that takes into account the data of the ground survey machine.
When the earth strength is insufficient, foundation pile (4) or ground improvement must be done.
For existing non-qualified houses (1), the distance between the north wall and the site boundary is usually within 90 centimeters.
The foundation pile (4) is placed on the north side of the site of about 90 centimeters for the new standard reinforced concrete seismic foundation (9). is there.
Therefore, the horizontal steel member (2) that uses the existing non-qualified housing (1) for jack-up is partially disassembled through the foundation (6) of the existing non-qualified housing (1), and installed horizontally. Non-qualified housing (1) Foundation piles (4) are driven by rails (3) and pile driving machines (20) on horizontal steel members (2) at both ends of the exterior. The installed foundation pile (4) is used for seismic foundations (9), but the pressure resistance at the bottom of the jack (5) must be reinforced and used to lift the horizontal steel (2).
近隣の安全のために、既設木製土台（15）も含めた既存不適格住宅（1）と横架鋼材（2）がジャッキアップにより競あがった空間にて既存不適格基礎（6）を解体と新基準の鉄筋コンクリート造の耐震基礎（９）の建設期間中は前記既存不適格住宅（1）を水平に持ち上げ維持しなければならない。
既存不適格基礎（６）を解体後の地盤改良は、持上げた横架鋼材（２）の下では高さが不足の為に現在の技術では不可能に近い。
For the safety of the neighborhood, the existing unqualified foundations (6) including the existing wooden base (15) and the horizontal steel members (2) competed by jack-up to dismantle the existing unqualified foundation (6). during construction of the new standard reinforced concrete seismic basis (9) must be kept lifted horizontally the existing ineligible housing (1).
The improvement of the ground after dismantling the existing unfit foundation (6) is almost impossible with the current technology due to the lack of height under the raised horizontal steel (2).
引寄せ金物の径16ｍｍアンカーボルト（５）は建設省告示第1460号に基づきセットしなければならない。 Anchor bolts with a diameter of 16 mm (5) must be set according to Ministry of Construction Notification No. 1460.
既存不適格住宅（1）を垂直にジャッキダウンしてから横架鋼材を撤去せねばならない。 The existing steel housing (1) must be jacked down vertically before removing the horizontal steel.
床下換気の為の配気口と排気口が必要である。 There is a need for distribution outlet port and the exhaust port for the under-floor ventilation.
既存不適格住宅の木製土台は、腐敗の進行により取替え及び補強が必要であり、
横架鋼材（2）の上面で既存不適格住宅土台（15）との間に爪付きジャッキ等にて
既存不適格住宅（1）の外壁の一辺ごとに持ち上げて既存不適格住宅土台（15）
及び新耐震壁土台の下部に防蟻剤浸透木製土台又は鋼製の新土台を設置せねばならない。
The wooden base of existing ineligible houses needs to be replaced and reinforced due to the progress of corruption,
With a claw jack etc. between the upper surface of the horizontal steel member (2) and the existing unqualified housing base (15)
Lifting each side of the outer wall of an existing unqualified house (1) and lifting the existing unqualified house base (15)
And, a new base made of ant-proofing agent or a new steel base must be installed at the bottom of the new seismic wall base.
そして、本発明は上記目的を達成するために既存不適格住宅（1）をジャッキアップに用いる横架鋼材（2）は、前記既存不適格住宅（1）土台の基礎（6）を一部解体して貫通し、水平に架設する工程、及び、前記既存不適格住宅（1）外部の両端に、前記横架鋼材（2）上のレール（3）と杭打ち機（20）により基礎杭（4）が打設される工程、及び、打設された前記基礎杭（4）は、耐震基礎（9）に使用されるが、ジャッキ（5）底の耐圧を補強されて前記横架鋼材（2）を持ち上げにも利用する工程、及び、既設木製土台（15）も含めた前記既存不適格住宅（1）と前記横架鋼材（2）がジャッキアップにより競あがった空間にて既存不適格基礎（6）を解体する工程、及び、引き寄せ金物のアンカーボルト（8）を埋設し、新たな鉄筋コンクリート立上がり基礎部分の一部は切欠きをつけて前記耐震基礎（9）を施工する工程、及び、前記横架鋼材（2）を、前記切欠き部分にジャッキダウンする工程、及び、前記横架鋼材（2）があったその切欠き部分に床下換気金物をとりつける工程からなることを特徴とするものである。Further, in order to achieve the above object, the present invention provides a horizontal steel material (2) for jacking up an existing unqualified house (1), partially dismantling the foundation (6) of the existing unqualified house (1) foundation. And the horizontal pile, and the existing piles (1) outside the existing housing (1) on both ends outside the foundation steel pile (20) with the rail (3) and pile driver (20) on the horizontal steel (2) 4) is placed, and the foundation pile (4) that is placed is used for the earthquake-resistant foundation (9), but the pressure resistance of the jack (5) bottom is reinforced and the horizontal steel ( 2) The process of using for lifting, and the existing unqualified house (1) including the existing wooden base (15) and the horizontal steel member (2) in the space where they competed by jacking up the existing unqualified The process of dismantling the foundation (6) and the anchor bolts (8) of the attracting hardware are buried, and a new reinforced concrete is set up A part of the bottom foundation part is notched to construct the earthquake-resistant foundation (9), the horizontal steel member (2) is jacked down to the notch part, and the horizontal steel member (2) It is characterized by comprising the process of attaching underfloor ventilation hardware to the notch where there was.
また、その他の課題解決手段は、横架鋼材（2）の上面で既存不適格住宅土台（15）との間に爪ジャッキにて既存不適格住宅（1）の外壁の一辺ごとに持ち上げて、前記既存不適格住宅土台（15）及び新耐震壁土台の下部に防蟻剤浸透木製土台又は鋼製の新土台を設置する工程、及び、引き寄せ金物のアンカーボルト（8）を、各既設柱材に1本又は2本を新旧の土台を上下に貫通させ吊下げてコンクリートを打設し、前記引き寄せ金物のアンカーボルト（8）を新旧の土台を貫通した鞘管と充填材にて固定して耐震基礎を建設する工程をさらに含むことを特徴とする。In addition, other problem-solving means are to lift each side of the outer wall of the existing ineligible housing (1) with a nail jack between the upper surface of the horizontal steel (2) and the existing ineligible housing base (15), A step of installing a new base made of a termite-preventing material or a steel base under the existing unacceptable housing base (15) and the new seismic wall base, and an anchor bolt (8) of the attracting hardware for each existing pillar material One or two of them are passed through the old and new foundations vertically and suspended to lay concrete, and the anchor bolts (8) of the attracting metal are fixed with a sheath tube and a filler penetrating the old and new foundations. The method further includes a step of constructing a seismic foundation.
薄厚の高ナットにより、新土台と旧土台を貫通した引寄せ金物径16ｍｍアンカーボルト（８）を各柱に1本ないし2本を吊下げてコンクリート打設する。
さらに、新土台と旧土台を貫通した鞘管と充填材により前記引寄せ金物径16ｍｍアンカーボルト（８）を固定する。
径12ｍｍアンカーボルトは必要がない。
With a thin high nut, one or two attracting bolts (8) with a pulling metal diameter of 16 mm penetrating the new base and the old base are hung on each pillar and placed in concrete.
Further, the attracting
A 12mm diameter anchor bolt is not required.
立上りコンクリート部分に切り欠き材を埋め込み、コンクリートの硬化後にそれを撤去し、競あがりをしている横架鋼材（2）がジャッキダウン後に簡単に安易に引き抜ける。
床下換気方式に、木製又は鋼製の新土台（７）と新基準の鉄筋コンクリート造の耐震基礎（９）との間にゴムパッキン又はステンレスパッキンを挟む、ねこ土台方式と従来の鋳物金物を立上りコンクリート部分に埋め込む、面格子方式あるが、面格子方式の換気量が多いのでこれを採用する。
Embedded notches material rising concrete portions, to remove it after hardening of the concrete, laterally placed steel has a competitive upstream (2) easily easily pulled out after the jack down.
Underfloor ventilation system, standing up concrete structure with cat foundation system and conventional casting hardware with rubber packing or stainless packing between new wooden or steel base (7) and new standard reinforced concrete seismic foundation (9) There is a surface lattice method embedded in the part, but this is adopted because the ventilation amount of the surface lattice method is large.
既存不適格基礎（６）を解体し、耐震基礎（９）を造ると、建物内の給排水管は床下に露出配管が出来る。つい最近まで設備配管は土及びコンクリートの中の埋設配管であり、地震時の損傷も大きく、復旧が困難である。露出配管により、点検修理が迅速になる。 If the existing unqualified foundation (6) is dismantled and the seismic foundation (9) is built, the water supply and drainage pipes in the building can be exposed under the floor. Until recently, the equipment piping was buried in soil and concrete, and it was very damaged during the earthquake, making it difficult to restore. Exposed piping speeds up inspection and repair.
引寄せ金物径16ｍｍアンカーボルトの座金を利用して、鋼製筋かいをたすき架けに
して壁倍率を向上出来ることは、2004年新潟地震において木製筋かい材が損傷した事例に対処できる。
The fact that the wall magnification can be improved by laying a steel brace by using a 16 mm anchor bolt washer for the attracting metal diameter can cope with the case where the wooden brace was damaged in the 2004 Niigata Earthquake.
わが国の建設業法は、とび工事、解体工事、くい打ち工事、鉄筋工事、型枠工事等に専門職に分類して、営業許可を与えている。
これらの技術者が個々に施工すると、新基準の対応、工期短縮、及びコストダウンは困難である。
しかし、この発明により技術者が既存不適格住宅（１）の耐震基礎改修工の多能工として地質調査から床下換気面格子取付まで一貫して施工すれば、無駄が少なく、品質が高い耐震基礎を安価に供給できる。
Japan's Construction Industry Law grants business licenses by classifying as professionals such as skipping, dismantling, piling, rebar, formwork, etc.
When these engineers individually construct, it is difficult to meet the new standards, shorten the construction period, and reduce the cost.
However, with this invention, if an engineer works consistently from geological surveys to underfloor ventilation grid installation as a multi-skilled quake-proofing repairer for existing ineligible houses (1), the seismic foundation with high quality and low waste. Can be supplied at low cost.
社団法人埼玉県建築士事務所協会 建築安全調査研究部会は、既存木造住宅の耐震診断と耐震補強の提案を行っているが、既存不適格住宅の耐震基礎改築は複雑であり、工費も大きくなる為に、上屋解体して、新築にしていると判明した。
慣れ親しんだ補強すれば使用出来る上屋部分までも廃棄することは、もったいない。
The Saitama Architect's Office Association Architectural Safety Research and Research Group has proposed seismic diagnosis and seismic reinforcement for existing wooden houses, but the retrofit of existing non-qualified houses is complicated and the construction costs increase. For this reason, it was found that the shed was demolished and a new building was built.
It is a waste to dispose of the shed that can be used if you reinforce it.
社団法人埼玉県建築士事務所協会 建築安全調査研究部会及び発明者は、既存不適格住宅の耐震基礎改築工法が認可されたなら、職人さんを教育・育成して、現在基準以上に達した基礎を施工する技術者にすることを約束推進する。
The Saitama Architect Office Association Building Safety Survey Research Committee and the inventor, if the earthquake-resistant foundation reconstruction method for existing non-qualified housing is approved, educate and train craftsmen, the foundation that has exceeded the current standards Promise and promote to be an engineer.
図1は、既存不適格基礎（5）の一部を解体して横架鋼材（２）を利用して基礎杭打設及びジャッキアップ時の断面図の一例である。本実施形態は、既存不適格住宅（１）を持ち上げるには屋根葺き材料と外壁材を、軽量な鋼板製品等に葺き替えるために、撤去する。 FIG. 1 is an example of a cross-sectional view when disassembling a part of an existing ineligible foundation (5) and using a horizontal steel member (2) for placing a foundation pile and jacking up. In the present embodiment, in order to lift the existing ineligible house (1), the roofing material and the outer wall material are removed in order to replace the steel plate product with a lightweight steel plate.
図2は、耐震補強計画の耐震壁案及びその建物の基礎断面図の1例である。
耐震基礎と新土台は、既存不適格住宅をジャッキダウンする前に施工せねばならぬ。
Fig. 2 shows an example of the seismic wall plan of the seismic strengthening plan and the basic cross-sectional view of the building.
Seismic foundations and new foundations must be constructed before jacking down existing ineligible homes.
図3は、既存不適格住宅の耐震基礎改築工法により既設土台（15）と新設土台（7）を貫通して16ｍｍアンカーボルト（8）設置後それを利用して鋼製筋かいを作成した耐震壁の1例である。 Figure 3 shows the seismic resistance of a steel brace using the existing foundation (15) and the new foundation (7) through the existing foundation (15) and the new foundation (7) after installation of 16mm anchor bolts (8) by the existing earthquake-resistant foundation reconstruction method An example of a wall.
既存不適格住宅の耐震基礎改築工法によって耐震基礎が出来、耐震壁も補強されて、耐震等級3（数百年に一度程度に発生する地震による力の1.5倍の力に対して倒壊、崩壊、損傷生じない程度）建物に再生する事は、社会資本の拡大になる。 A seismic foundation can be made by the existing seismic foundation reconstruction method for non-qualified houses, and the seismic walls are reinforced, and earthquake resistance class 3 (collapse, collapse, against 1.5 times the force of an earthquake that occurs once every several hundred years, To the extent that damage does not occur) Rebuilding into a building will increase social capital.
また、その事は既存不適格住宅の解体の減少に繋がり、二酸化ガス発生の軽減できる。
In addition, this leads to a decrease in the dismantling of existing ineligible houses and can reduce the generation of CO2.
そして、柱の耐引抜き力の強化は、直化型地震の被害での激減につながる。 And strengthening the pull-out resistance of the pillars will lead to a drastic decrease in damage caused by the straightening earthquake.
1.既存不適格住宅
2.横架鋼材
3.レール
4.基礎杭
5.ジャッキ
6.既存不適格基礎
7.木製又は鋼製の新土台
8.16ｍｍアンカーボルト
9.新基準の鉄筋コンクリート造の耐震基礎
10.グランドライン
11.耐震壁の新柱
12a.ガセットプレート
12b.ターンバクル
12c.鋼製筋かい
13.引寄せ金物
14.木柱
15.既存土台
16.土台緊結金物
17.杭打ち機
18.鞘管
19.充填材
1. Existing ineligible housing
2.Horizontal steel
3.Rail
4. Foundation pile
5. Jack
6. Existing ineligible basis
7. New base made of wood or steel
8.16mm anchor bolt
9. New standard reinforced concrete seismic foundation
10.Grand line
11. New pillar of earthquake-resistant wall
12a. Gusset plate
12b. Turnbuckle
12c. Steel brace
13.Withdrawal hardware
14.wood pole
15. Existing foundation
16. Foundation tight hardware
17.Pile driver
18.Sheath tube
19.Filler
Claims (2)
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704705A (en) * | 2012-06-06 | 2012-10-03 | 河北省建筑科学研究院 | Building long-stroke redescending-free multi-point synchronous jacking method |
| CN104047307A (en) * | 2014-07-03 | 2014-09-17 | 上海申元岩土工程有限公司 | Method for reinforcing and deviation correcting of building foundation through combined grouting |
| CN106320736A (en) * | 2016-08-19 | 2017-01-11 | 山东建筑大学 | Method for shifting, climbing, lifting and steering of building |
| US11002031B2 (en) | 2017-02-16 | 2021-05-11 | Koroneho Limited | Base isolation system |
-
2006
- 2006-03-23 JP JP2006079993A patent/JP3921549B1/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704705A (en) * | 2012-06-06 | 2012-10-03 | 河北省建筑科学研究院 | Building long-stroke redescending-free multi-point synchronous jacking method |
| CN102704705B (en) * | 2012-06-06 | 2014-08-06 | 河北省建筑科学研究院 | Building long-stroke redescending-free multi-point synchronous jacking method |
| CN104047307A (en) * | 2014-07-03 | 2014-09-17 | 上海申元岩土工程有限公司 | Method for reinforcing and deviation correcting of building foundation through combined grouting |
| CN106320736A (en) * | 2016-08-19 | 2017-01-11 | 山东建筑大学 | Method for shifting, climbing, lifting and steering of building |
| CN106320736B (en) * | 2016-08-19 | 2018-05-08 | 山东建筑大学 | Building moving climbing lifting forward method |
| US11002031B2 (en) | 2017-02-16 | 2021-05-11 | Koroneho Limited | Base isolation system |
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|---|---|
| JP2007255036A (en) | 2007-10-04 |
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