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JPH0375705B2 - - Google Patents
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JPH0375705B2 - - Google Patents

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Publication number
JPH0375705B2
JPH0375705B2 JP59221814A JP22181484A JPH0375705B2 JP H0375705 B2 JPH0375705 B2 JP H0375705B2 JP 59221814 A JP59221814 A JP 59221814A JP 22181484 A JP22181484 A JP 22181484A JP H0375705 B2 JPH0375705 B2 JP H0375705B2
Authority
JP
Japan
Prior art keywords
formwork
top cover
cover
plate
block
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
JP59221814A
Other languages
Japanese (ja)
Other versions
JPS6198873A (en
Inventor
Katsutoshi Ookochi
Seizo Kamata
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.)
Sekiso Co Ltd
Takenaka Komuten Co Ltd
Original Assignee
Sekiso Co Ltd
Takenaka Komuten Co Ltd
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 Sekiso Co Ltd, Takenaka Komuten Co Ltd filed Critical Sekiso Co Ltd
Priority to JP59221814A priority Critical patent/JPS6198873A/en
Publication of JPS6198873A publication Critical patent/JPS6198873A/en
Publication of JPH0375705B2 publication Critical patent/JPH0375705B2/ja
Granted legal-status Critical Current

Links

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、遺跡等の保存にかかわる発掘物移
設復元方法の提供に係わる。
[Detailed Description of the Invention] "Field of Industrial Application" The present invention relates to the provision of a method for relocating and restoring excavated objects related to the preservation of ruins, etc.

「従来の技術」 宅地造成や道路工事等で遺跡(住居跡、墳墓
等)が出た場合、文化財保存の見地から関係者か
ら保存の要望が出されるが、従来の遺跡等の保存
は、発掘場所で保存する場合と別な場所へ移して
保存する場合とがある。ほとんどは宅地造成や道
路工事で発掘された場合は、発掘場所での保存は
むずかしく、保存が必要な遺跡は、移設して保存
をすることになる。移設に際しては、綿密な調査
と移設計画を立てて実施することになるが、従来
は、一担解体して別の場所にて復元するという方
法がとられている。
``Conventional technology'' When ruins (dwelling ruins, burial mounds, etc.) are found due to housing development or road construction, related parties request preservation from the perspective of preserving cultural assets. There are cases where it is preserved at the excavation site and cases where it is moved and preserved at a different location. If most of the ruins were excavated for housing development or road construction, it would be difficult to preserve them at the excavation site, and those that needed to be preserved would have to be relocated for preservation. When relocating a structure, a thorough investigation and relocation plan must be made, but the conventional method has been to dismantle the structure and restore it at a different location.

「発明が解決しようとする問題点」 しかし、この方法では、埋設時の状態ではな
く、文化財としての価値は無くなり、単に元の遺
跡の形をしたものを復元したというだけである。
又、解体に際しては、調査(測定、スケツチ、写
真等)に多くの人手と時間を要し、移設先での復
元についても大変な時間と人手が必要となる。一
方、この間は、宅地造成や道路工事等の工事はス
トツプし、大変な損失である。さらに、保存の費
用の問題でなかなか思うように保存ができていな
い。
``The problem that the invention seeks to solve'' However, with this method, the ruins are not in their original state when buried, and have no value as cultural assets, but merely restore the original shape of the ruins.
Furthermore, when dismantling a building, it takes a lot of time and manpower to investigate (measuring, sketching, photographing, etc.), and it also takes a lot of time and manpower to restore it at the new location. Meanwhile, construction works such as housing land development and road construction stopped during this period, resulting in huge losses. Furthermore, due to the cost of preservation, it has not been possible to preserve it as desired.

「問題点を解決するための手段」、「作用」 本発明は叙上の事情に鑑みなされたもので、そ
の要旨とするところは、移設対象地面の表面並び
に地中に固結薬液を散布並びに注入して固結化を
図かり、次いで鋼板又はPC板の四周型枠を所定
高の起立部を残して打ち込むと共に当該四周型枠
の外側を型枠下端より所定の下方にまで掘り起し
て作業空間を形成し、四周型枠起立部内にクツシ
ヨン材を充填し、一方、該作業空間より型枠下端
より水平に底板用鋼板をガイド用ドリル穿孔群穿
設のうえ圧入して底蓋をし、又、型枠上端には鉄
製又はPC板上蓋をし、当該上蓋、底蓋間を差し
渡しボルトにて締結してブロツク体を構成させ、
このブロツク体をクレーンで搬送して移転させ、
逆さにおろして底蓋を撤去し、露呈の上記の固結
化を図つた土壌を取り除いたうえコンクリートを
打設して発掘物受載基盤をコンクリートに置き換
えし、このブロツク体を再度逆さにした状態で該
上蓋、型枠、クツシヨン材、目地粘土等の取り除
きをして原形復元するとして、最も注意を要する
発掘作業を好適な作業場所に移してなし得るもの
とすることにより、原形に変状を与えることなく
保存し得、且つ発掘作業を短期間で費用も安価に
出来るものとした点にある。
"Means for Solving Problems" and "Operation" The present invention was made in view of the above circumstances, and its gist is to spray a solidified chemical solution on the surface of the ground to be relocated and into the ground. After pouring and solidifying, a four-circumference form made of steel plate or PC board is driven in, leaving an upright part of a predetermined height, and the outside of the four-circumference form is excavated to a predetermined point below the bottom edge of the form. A working space is formed, and cushioning material is filled in the upright part of the formwork around the four sides.Meanwhile, a steel plate for the bottom plate is drilled horizontally from the lower end of the formwork from the working space, and a group of guide drill holes is drilled and then press-fitted to cover the bottom. In addition, an iron or PC plate top cover is placed on the top end of the formwork, and the top cover and bottom cover are fastened with bolts across the body to form a block body.
This block body was transported by crane and relocated.
The block was turned upside down, the bottom cover was removed, the exposed solidified soil was removed, concrete was poured, the excavated material receiving base was replaced with concrete, and the block was turned upside down again. If the top cover, formwork, cushioning material, joint clay, etc. are removed and the original shape is restored, the excavation work that requires the most attention can be moved to a suitable work site, so that the original shape can be restored. It is possible to preserve it without giving away any damage, and the excavation work can be done in a short period of time and at low cost.

「実施例」 以下、これを図に基づいて詳細に説明する。"Example" This will be explained in detail below based on the drawings.

第1図は発掘対象の葺石1,……の散在する居
住跡等の遺跡2の縦断面を示し、本発明はこれを
所定深度にブロツク状に切り取り移転してしまお
うとするものである。
FIG. 1 shows a vertical cross section of a ruin 2, such as a habitation site, scattered with paving stones 1, .

よつて、表層部の固化強化のため図中矢印の如
く固結薬液を散布する。
Therefore, in order to strengthen the solidification of the surface layer, a solidifying chemical solution is sprayed as shown by the arrow in the figure.

当該固結薬液としては、イソシアナート化合物
の如き加水反応型薬液を良しとする。
As the solidifying chemical liquid, a hydrolytic chemical liquid such as an isocyanate compound is preferable.

第2図は表層より下方の地盤を固化強化するた
めにストレーナーパイプ3を差し込み薬液を注入
している態様を示す。
FIG. 2 shows a mode in which a strainer pipe 3 is inserted and a chemical solution is injected in order to solidify and strengthen the ground below the surface layer.

発掘対象の遺跡2は全体が固化安定したところ
で、第3図に示す如く鋼板又はPC板の四周型枠
4を所定高の起立部4aを残して打ち込むと共に
その外側を型枠4下端より所定下方にまで掘り起
こして溝5を形成する。
Once the ruins 2 to be excavated have been solidified and stabilized as a whole, a four-circumference formwork 4 made of steel plate or PC board is driven in leaving an upright part 4a of a predetermined height as shown in Fig. 3, and the outside is placed a predetermined lower part than the lower end of the formwork 4. The trench 5 is formed by digging up the trench.

当該溝5は後述の工程の作業空間となる。 The groove 5 becomes a working space for the process described later.

第4図は該起立部4a内に例えば発泡ウレタン
の如きクツシヨン材15を充填した状態を示し、
この際、葺石や住居跡の土に和紙16を水にて貼
り付けると表面保護と充填のなじみが良い。
FIG. 4 shows a state in which the upright portion 4a is filled with a cushion material 15 such as urethane foam,
At this time, applying Japanese paper 16 with water to the roofing stones or the soil of the remains of the residence will protect the surface and allow the filling to blend in well.

第5図は該溝5を作業空間として型枠4下端よ
り水平にドリルにて穿孔群6,……を穿がち底盤
をゆるめ、当該穿孔群6,……をガイドにして後
述の底板の圧入を容易にする。
Figure 5 shows holes 6, . . . being drilled horizontally from the lower end of the formwork 4 using the groove 5 as a working space. The bottom plate is loosened, and the bottom plate is pressed in using the holes 6, . . . as a guide. Make it easier.

尚、この際、この部の団結が十分でないことが
穿孔の時判明したりした場合には、図示の如くス
トレーナーパイプ3を差し込んで薬液の補充を行
なうとよい。
At this time, if it is found during drilling that this part is not sufficiently united, it is advisable to insert a strainer pipe 3 as shown in the figure to replenish the chemical solution.

第6図は該穿孔群6,……をガイドとして底板
用鋼板7を反力盤8に支持させたジヤツキ9で圧
入して型枠4の底蓋をしている態様を示す。
FIG. 6 shows a mode in which a steel plate 7 for the bottom plate is press-fitted with a jack 9 supported by a reaction plate 8 to cover the bottom of the formwork 4 using the perforations 6, . . . as guides.

これにて、遺跡2は有底箱体内に収容された形
となる。
With this, Ruins 2 is housed in a box with a bottom.

第7図は、型枠4上端に鉄製上蓋10をし、該
底蓋との間に連結用ボルト11を差し渡たし、締
結して、持ち運び可能なブロツク体を構成した態
様を示す。
FIG. 7 shows an embodiment in which an iron top lid 10 is placed on the upper end of the formwork 4, and connecting bolts 11 are passed between the top lid and the bottom lid and fastened to form a portable block body.

第8図は当該ブロツク体を所定場所に搬送後、
クレーン等にて荷卸しの際、逆さにしておろした
態様を示す。
Figure 8 shows that after the block body is transported to a predetermined location,
This shows how it is unloaded upside down when unloading with a crane, etc.

これは、該遺跡2を受載している前記の固化安
定化された土壌を安定受載基盤となるコンクリー
トと置き換える作業のためである。
This is to replace the solidified and stabilized soil on which the ruins 2 are placed with concrete, which will serve as a stable loading base.

第9図は底蓋を撤去しメツシユ13入り等で補
強のコンクリート14を打設して一体化して、発
掘物の安定基盤上への置き換えをした態様を示
す。
Figure 9 shows a state in which the bottom cover has been removed and reinforced concrete 14 has been poured into it with mesh 13 to integrate it, and the excavated material has been replaced on a stable foundation.

以後は図示省略するが、再度逆さにして正常姿
勢に戻し、上蓋10を撤去したあと、被覆物とし
てのクツシヨン材15、和紙16、目地粘土材1
2等を取り除けば、原形復元がなされることとな
る。
Although illustrations are omitted hereafter, after turning the head upside down again to return to the normal position and removing the top cover 10, the cushion material 15 as a covering, Japanese paper 16, and joint clay material 1 are removed.
If the second grade is removed, the original shape will be restored.

第10図a,bは本発明を噴丘17に実施した
場合の態様を示したもので、a図は表層に対する
薬液散布、b図は地中への薬液注入の態様を示
す。この場合には通常周囲は図示の如く低い場合
がほとんどであるため底板圧入作業用の周溝掘削
は省略されるものと解される。
Figures 10a and 10b show the embodiment of the present invention applied to the volcanic cone 17, in which figure a shows the chemical liquid being sprayed on the surface layer, and figure b shows the chemical liquid injected into the ground. In this case, since the circumference is usually low as shown in the figure, it is understood that excavating the circumferential groove for press-fitting the bottom plate is omitted.

「発明の効果」 しかして、本発明方法によるならば、従来手段
に比し、解体しないで移設保存するため、原形に
変状を与えることなく、保存ができ、しかも、短
期間で費用も安くできる。
``Effects of the Invention'' Compared to conventional methods, the method of the present invention allows for preservation without deforming the original form because it is relocated and preserved without dismantling it, and moreover, it is short-term and inexpensive. can.

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

第1図〜第9図は本発明工程手順説明図、第1
0図a,bは他の対象の場合の初期工程説明図で
ある。 1…葺石、2…遺跡、3…ストレーナーパイ
プ、4…型枠、4a…起立部、5…溝、6…穿孔
群、7…底板用鋼板、8…反力盤、9…ジヤツ
キ、10…鉄製上蓋、11…連結用ボルト、12
…目地、13…メツシユ、14…コンクリート、
15…クツシヨン材、16…和紙、17…噴丘。
Figures 1 to 9 are explanatory diagrams of the process steps of the present invention.
Figures a and b are initial process explanatory diagrams for other objects. 1... Stone roofing, 2... Ruins, 3... Strainer pipe, 4... Formwork, 4a... Standing part, 5... Groove, 6... Perforation group, 7... Steel plate for bottom plate, 8... Reaction plate, 9... Jacket, 10... Iron upper cover, 11... Connection bolt, 12
...Joint, 13...Mesh, 14...Concrete,
15...Cushion material, 16...Japanese paper, 17...Fountain.

Claims (1)

【特許請求の範囲】[Claims] 1 移設対象地面の表面並びに地中に固結薬液を
散布並びに注入して固結化を図り、次いで鋼板又
はPC板の四周型枠を所定高の起立部を残して打
ち込むと共に当該四周型枠の外側を型枠下端より
所定の下方にまで堀り起して作業空間を形成し、
四周型枠起立部内にクツシヨン材を充填し、一
方、該作業空間より型枠下端より水平に底板用鋼
板をガイド用ドリル穿孔群穿設のうえ圧入して底
蓋をし、又、型枠上端には鉄製又はPC板上蓋を
し、当該上蓋、底蓋間を差し渡しボルトにて締結
してブロツク体を構成させ、このブロツク体をク
レーンで搬送して移転させ、逆さにおろして底蓋
を撤去し、露呈の上記の固結化を図つた土壌を取
り除いたうえコンクリートを打設して発掘物受載
基盤をコンクリートに置き換えし、、このブロツ
ク体を再度逆さにした状態で該上蓋、型枠、クツ
シヨン材、目地粘土等の取り除きをして原形復元
するとしてなることを特徴とする遺跡等の発掘物
移設復元方法。
1. Spray and inject a solidification chemical into the surface of the ground to be relocated and into the ground to solidify it, then drive in a four-round form made of steel plate or PC board leaving an upright part of a specified height, and A work space is formed by excavating the outside of the formwork to a predetermined point below the bottom edge of the formwork.
Fill the upright part of the formwork around the four sides with cushioning material, and from the working space, drill holes for the bottom plate horizontally from the bottom end of the formwork and press-fit the steel plate for the bottom plate to form a bottom cover. A steel or PC plate top cover is placed on the top cover, and the top cover and bottom cover are fastened together with bolts across the block to form a block body.The block body is transported and relocated using a crane, and the bottom cover is removed by lowering it upside down. Then, the exposed solidified soil was removed and concrete was poured to replace the excavated material receiving base with concrete, and the block was turned upside down again and the top cover and formwork were removed. A method for relocating and restoring excavated objects such as ruins, which is characterized by removing cushioning materials, joint clay, etc., and restoring the original shape.
JP59221814A 1984-10-22 1984-10-22 Method for relocating and restoring excavated items from ruins, etc. Granted JPS6198873A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59221814A JPS6198873A (en) 1984-10-22 1984-10-22 Method for relocating and restoring excavated items from ruins, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59221814A JPS6198873A (en) 1984-10-22 1984-10-22 Method for relocating and restoring excavated items from ruins, etc.

Publications (2)

Publication Number Publication Date
JPS6198873A JPS6198873A (en) 1986-05-17
JPH0375705B2 true JPH0375705B2 (en) 1991-12-03

Family

ID=16772610

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59221814A Granted JPS6198873A (en) 1984-10-22 1984-10-22 Method for relocating and restoring excavated items from ruins, etc.

Country Status (1)

Country Link
JP (1) JPS6198873A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0753638Y2 (en) * 1990-03-15 1995-12-13 小倉クラッチ株式会社 Hose cleaning equipment
AU2003211309A1 (en) * 2003-02-17 2004-09-06 Chiko Co., Ltd. Ground surface recovering method, and recovered surface provided by the method
KR101143254B1 (en) * 2011-02-10 2012-05-14 성덕모 Mold for restoration and relocation of building site remained, and method for restoration and relocation of building site remained using the same
KR102114462B1 (en) * 2019-11-26 2020-05-25 대한민국 The method of field conservation treatment of cultural properties for Separated Multi-Dimensional Storage Case

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5913626B2 (en) * 1978-12-18 1984-03-30 株式会社ケンザイシヤ How to relocate ruins

Also Published As

Publication number Publication date
JPS6198873A (en) 1986-05-17

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