JP3675655B2 - Relocation and preservation of soil structures - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for moving and storing and displaying remains, remains, etc. found during earthwork.
[0002]
[Prior art]
The so-called ancient times of the Jomon and Yayoi eras, or the archaeological tombs, irrigation waterways, levee bodies, residences, etc., which were erected by the ancestors of mankind over many years from the former Paleolithic to the modern, It is not only a valuable cultural asset such as archaeology and anthropology in Japan, but also has the property that it should be preserved and used for the future while maintaining its original form and opened to many people.
[0003]
When these ruins and remains are displayed and stored, conventionally, the surface of these remains and remains is sprayed with urethane resin, and only the surface layer is removed, or the surface of the remains is simply replicated. Or display the specimens obtained as a result, or protect the ruins and remains by enclosing them with glass plates and building a building around them. In many cases, such methods were provided.
[0004]
[Problems to be solved by the invention]
However, according to the conventional preservation display method as described above, for example, the range of the surface shape of the ruins and remains that can be collected by carrying out the stripping method or replica production is small, and the size of the target remains and remains is small. When the scale is several tens of meters, it is difficult to collect only a part of the surface shape and create a specimen for display unless a considerable amount of cost and time can be spent. It is only the relationship between the so-called mirror virtual image and the real image, which is opposite to the ruins and the remains surface.
[0005]
In addition, there are cases where methods such as attaching pseudo-soil to the surface of materials such as epoxy resin and FRP that form specimens or coloring them to produce the natural texture of the soil are tried, but in the end the viewer It is easy to give an unnatural feeling.
[0006]
In other words, in the method of creating and displaying specimens, only so-called models of the ruins and remains are created, and the natural presence and power that the ruins and remains should have originally tend to be lacking.
[0007]
On the other hand, in the conventional preservation display method that surrounds and protects the ruins and the remains themselves and builds the buildings, the ruins and remains that are earthen structures, unless they are specially meticulously controlled by temperature and humidity control. There is a risk that shrinkage and cracking may occur due to rapid drying of the soil, and mold, moss or plants grow on the surface of the ruins, or insects such as ants form an underground nest to promote the collapse of the ruins There is also the possibility of doing.
[0008]
In addition, preservation and display can only be performed at the location of the original ruins and ruins, and there are ruins and remains in areas that are far from the urban area and where there are no people in the surrounding area and transportation is poor. In such a case, the meaning of building the exhibition hall is weakened, and the implementation of the exhibition itself becomes difficult.
[0009]
Therefore, the present invention has been made paying attention to such a conventional problem, and the remains and remains to be preserved and displayed can be exhibited with a sense of reality regardless of the scale and the existing area, and the Relocation of soil structures that can easily and efficiently maintain good preservation over a long period of time by providing sufficient reinforcement treatment against impacts during transportation of the ruins and remains of the exhibition and subsequent changes over time It is intended to provide a preservation display method.
[0010]
[Means for Solving the Problems]
The present invention has been made to achieve the above object, and a method for transferring and storing soil structures such as buried remains and remains is cut out as one or more soil blocks forming a block shape. In addition, for transfer and storage, the soil block is restrained by attaching elastic fibers to the outer peripheral surface thereof, and the soil block is reinforced by immersing the soil block in a resin solution , and the reinforced soil block A transporting process for transporting the soil structure, a stacking process for constructing a restored structure of the soil structure by placing the soil block on a multi-stage frame in accordance with the soil structure prototype before cutting, and display of the restored structure from a surface finishing step for surface finishing of the surface, wherein the Nalco. More preferably, after the soil block is placed on the gantry and stacked, an anchor for preventing the soil block from popping out is attached to the back of the soil block and fixed to the gantry. In the reinforcing step, an electrode is driven into the soil block being impregnated with the resin solution, and the amount of the impregnated resin solution is controlled by measuring the specific conductivity of the soil block, and the resin solution is immersed in the resin solution. The method may include measuring the weight of the soil block to control the amount of resin liquid impregnated in the entire soil block, and drying the soil block that has been sufficiently impregnated with the resin liquid. Managing the liquid temperature and concentration of the resin liquid in the impregnation tank to be impregnated into the block, managing the liquid level of the resin liquid in the impregnation tank, and managing the amount of resin liquid impregnated in the soil block Also good.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
An example of the embodiment of the present invention is shown in FIG. 1 as Procedure 1 to Procedure 6 in the flowchart.
Hereinafter, the method for transferring and storing the soil structure according to the present invention will be described in detail with reference to the flowchart.
In the present embodiment, as an application target of the present invention, for example, a bank body provided at the periphery of a reservoir is cited.
[0012]
<< Procedure 1 >>
First, as a first work, the soil structure S to be transferred and stored is cut out as a soil block 20.
As shown in FIG. 2, the soil block 20 is cut out by surveying the shape of the levee body T, preliminarily demarcating sections to be cut out as the soil block 20, and further numbering each block for drawing the levee body shape. By being overwritten on 21, it can be referred to later and used for restoration work. In addition, as the bank body T of this embodiment, the section width of the bank body T is about 60 m and the height of the bank body is about 15 m, and the soil block 20 to be cut out is 3 m × 1.5 m in length and width. The thickness is assumed to be about 40 to 50 cm, for example.
[0013]
Next, H steel 31 (for example, H-100 × 100) and a bottom steel plate material 32 (for example, steel plate t: 6 mm 0.1 m ×) as a constraining frame material so as to have a frame shape as shown in FIG. 3.0m) is press-fitted into the levee soil with various heavy machinery, etc., and then the vertical level of the side of the soil block to be cut out is accurately indicated by various measuring instruments, etc. Using this equipment, the cutting work of the dam body T is performed in a block shape along the outer edge side portion of the inserted H steel 31 and bottom steel plate material 32.
[0014]
When the bottom steel plate material 32 is press-fitted into the soil structure S when the soil block 20 is cut out, the soil structure S above the bottom steel plate material 32 tends to protrude to the front as a reaction, and the soil block 20 collapses as it is. Since it may be connected, it will be necessary to restrain the cut-out soil block front part suitably.
Further, when the cut soil block 20 is transported, if the entire circumferential side surface of the soil block 20 is not appropriately restrained, the soil block 20 may be collapsed due to vibration during transport or the like.
[0015]
Therefore, the gauze 33, the spiral elastic fiber 34 (filter material), and the expanded metal 35 are first laminated in order on the surface of the soil block immediately after cutting (see FIG. 3A), and further, the H steel 31 is attached to the outer periphery thereof. Is placed and tightly bound to this (see FIGS. 3A, 3B, 3C and 3D). However, these are also for preventing soil particles from eluting from the surface of the soil block and preventing the soil block from collapsing when the soil block 20 is immersed in a resin liquid described later.
[0016]
Thereafter, the gland 33, spiral elastic fiber 34 (filter material), and expanded metal 35 are sequentially stacked on the side surface of the soil block, and an L-shaped channel material or the like is appropriately processed to produce a side constraining frame material 36 ( (See (c)) and tighten and restrain.
[0017]
<< Procedure 2 >>
When the cutting out of the soil block 20 and the restraining of the outer peripheral surface thereof are completed as described above, the soil block 20 is then reinforced by impregnating the soil block 20 with a resin liquid. As the resin liquid to be impregnated, here, for example, a PEG (polyethylene glycol) aqueous solution 40 having a saturated concentration (38 to 40%) at normal temperature and normal pressure is used.
[0018]
As an impregnation treatment for the soil block 20 with this PEG aqueous solution 40, the upper end portion 20a of the soil block 20 is filled in an impregnation tank 41 having an appropriate depth and width as shown in FIG. A method called partial impregnation is performed, in which immersion is performed while taking out onto the 40 liquid surface.
The soil block 20 is suspended from a gate-type support frame 42 provided in the impregnation tank 41 via a load cell 43.
[0019]
This method has a kind of suction effect by evaporating the moisture in the soil from the soil block upper end portion 20a that is located on the liquid surface and not immersed in the PEG aqueous solution 40, and the PEG from the surface of the submerged soil block 20b works. The water block 40 has a feature that the impregnation of the aqueous solution 40 into the soil block 20 is promoted. On the other hand, the moisture of the aqueous PEG solution 40 impregnated in the soil block 20 is caused by the suction effect similar to the above. Since it evaporates from 20a and is eventually discharged from the soil block 20, the PEG aqueous solution 40 in the soil block 20 is gradually concentrated.
[0020]
However, after this partial impregnation, the concentration of the PEG aqueous solution 40 at the top end 20a of the soil block above the liquid level increases due to the phenomenon of concentration of the PEG aqueous solution 40 accompanying the evaporation of moisture in the soil block, and the PEG aqueous solution in the soil block The concentration may vary between the liquid middle portion 20b and the liquid upper portion 20a.
In that case, as shown in FIG.4 (b), the whole soil block 20 should just be immersed in the impregnation tank 41, and what is necessary is just to make uniform the PEG aqueous solution density | concentration in a soil block.
[0021]
In order to smoothly and appropriately impregnate the soil block 20 with the PEG aqueous solution 40, it is preferable to perform appropriate impregnation management described in the following (1) to (4).
[0022]
(1) Liquid temperature management of PEG aqueous solution in the impregnation tank The PEG aqueous solution temperature in the impregnation tank 41 is managed by automatically measuring the liquid temperature using a chromel-alumel thermocouple 51 as shown in FIG. The measurement results are used for grasping and correcting changes in the viscosity and specific gravity of the liquid caused by the temperature change of the PEG aqueous solution, and correcting the weight of the soil block during partial immersion to the weight at normal temperature. It will be.
The target aqueous PEG solution 40 increases in saturation concentration as the liquid temperature increases (about 100% at 60 ° C.). As a result, the impregnation into the soil block 20 tends to be further promoted. Depending on the situation, the liquid temperature is controlled by a heater or the like.
[0023]
(2) Management of PEG aqueous solution concentration in impregnation tank As shown in FIG. 5 (b), the PEG aqueous solution concentration is controlled by a stainless steel weight 53 (15 kg, specific gravity of 1.kg) hung under a load cell 52 (for 10 kg measurement). 2) is put into the liquid, the change in the specific gravity of the weight 53 caused by the change in the liquid concentration is measured, and the difference from the normal value of the specific gravity set initially is grasped. Injection of the PEG aqueous solution 40 is performed.
[0024]
(3) Liquid surface position management As shown in FIG. 5C, the ultrasonic sensor 54 is fixed at a height of about 20 cm from the surface of the PEG aqueous solution in the impregnation tank 41, and the reflection of ultrasonic waves from the liquid surface is captured. The liquid surface position is measured by measuring the distance between the liquid surface and the ultrasonic sensor 54.
By this liquid surface position measurement, the buoyancy change (change in the weight of the soil block 20 in the liquid) caused by the liquid surface position fluctuation during the soil block partial immersion is grasped, and impregnation is performed by comparing with the soil block weight at the initial liquid surface position. By grasping the amount of the solution, the insufficient amount of the PEG aqueous solution is appropriately injected and managed.
[0025]
(4) Management of amount of PEG aqueous solution impregnated in soil block As shown in FIG. 6A, for example, three electrodes 60 (for example, 75 cm in length) are driven into the soil block 20 impregnated with PEG aqueous solution and passed through the lead wire 61. Measure the specific conductivity of the soil block 20 to measure the impregnated PEG concentration at the electrode position, grasp the amount of impregnated PEG, and measure the soil block weight in the PEG aqueous solution as shown in (c). Thus, the amount of PEG impregnation in the soil block 20 is managed together with grasping the amount of PEG impregnation of the entire soil block 20.
[0026]
The electrode 60 driven into the earth block 20 is inserted into an insertion hole 62 having a depth of about 65 cm and a diameter of about 15 to 20 mm, as shown in FIG. An insulating seal 64 is applied to the inside of the tip portion 63 except for about 10 cm.
[0027]
In addition, in order to measure the PEG impregnation amount with the electrode 60 driven into the soil block 20 as described above, the relationship between the specific conductivity and the PEG impregnation amount is separately obtained for a sample and graphed in advance. There is a need.
[0028]
The soil block 20 that has been sufficiently impregnated with the PEG solution as described above is dried, so that the PEG solution in the soil block is solidified in the soil, and adhesion between the soil particles and filling of the soil particle gaps is performed. A reinforcing effect can be obtained only after solidification.
In addition, since the water in the soil block 20 and the PEG solution are largely replaced, it is possible to greatly suppress the shrinkage of the soil block 20 due to drying and the occurrence of cracks associated therewith.
[0029]
After the impregnation, the soil block is dried by using simple equipment such as drying in a simple tent room equipped with air conditioning and ventilation equipment under temperature and humidity conditions that are not significantly different from the outside air. The dry weight is managed by using both the measurement of the evaporative water content and the soil water content ratio due to the overall weight reduction) and the measurement of elastic wave propagation speed (the soil water content and water content ratio based on the difference in propagation speed). There are methods.
[0030]
<< Procedure 3 >>
The soil block 20 reinforced as described above is packed with a cushioning material or the like so as not to be damaged by vibration, and is transported by a truck or the like with sufficient care and transported to a restoration place.
[0031]
<< Procedure 4 >>
The soil block 20 that has been transported to the restoration site is placed on a multi-stage silkworm shelf 70 shown in FIG. 7 that is assembled and installed in advance, and the levee body shape drawing 21 drawn before the soil block 20 is cut and each soil described therein. It is placed and stacked according to the block 20 number.
[0032]
The silk rack type pedestal 70 has a closed frame shape so that when the soil blocks 20 are stacked, the weight of each block is not transmitted to the underlying soil block. In order to prevent the soil block 20 from being damaged by the vibration of the earthquake, it is desirable to incorporate a seismic isolation structure 71 in the lower part of the gantry as shown in FIG.
[0033]
Furthermore, it is also suitable to take measures against various vibrations, such as attaching an anchor to prevent the soil block from popping out and fixing it to the back of the soil block and attaching a bracket that allows the soil block to slide appropriately in the horizontal direction. It is.
[0034]
Further, when the soil block 20 is placed on the silkworm shelf 70a, the position adjustment is adjusted so that the installation position of the anchor provided on the back surface of the soil block and the anchor receiving position of the gantry are smoothly and accurately matched. Goods should be provided on both sides.
[0035]
Furthermore, if the reinforcement of the side surface and the back surface of the soil block 20 placed on the silkworm shelf 70a is performed by FRP or FRP after constructing the resin mortar, contact between the soil blocks generated during transportation or stacking work, It is possible to prevent the soil block 20 from being damaged by the contact between the soil block 20 and the silkworm shelf 70a.
[0036]
For the reinforcement by FRP, first, the surface of the soil block 20 is appropriately scraped to smooth the surface, and then, for example, an epoxy resin and a glass cloth are laminated alternately, or immediately after the epoxy resin is sprayed, chopped fibers The FRP is sprayed by a method such as spraying or spraying both at the same time.
[0037]
If there are cross-sectional defects and unevenness on the surface of the soil block, the epoxy resin mortar and glass cloth, etc. are overlaid on the cross-sectional defect part or uneven part to smooth the surface, and then FRP is applied. Install. In addition, when the thickness of the FRP is large, it is pinned to the soil block as necessary and sufficiently fixed.
[0038]
The above operation is performed for each soil block, and all the soil blocks 20 are placed and stacked on the silkworm shelf 70a in accordance with the soil structure prototype.
[0039]
<< Procedure 5 >>
After the soil block 20 is appropriately fixed to the silkworm shelf 70a, it is necessary to finish the surface of the display surface E of the soil block 20. First, the silkworm shelf frame material 70b surrounding the periphery of the stacked soil block 20 is: In order to become the joint M which exists vertically and horizontally on the display surface E of the restored body and to expose the steel material surface, the following joint treatment is performed.
Of the joint processing, the horizontal joint 80 not only exposes the steel material surface of the silkworm shelf frame material 70b described above, but also has a larger dimension in the silkworm shelf 70a than the soil block 20, and therefore, There is a gap between the material 70b and the soil block 20 (see FIG. 8A).
[0040]
Therefore, first, as a preparation for joint processing, a joint base material frame 81 (see (c), for example, made of stainless steel) having a width dimension substantially equal to the interval between the stacked upper and lower soil blocks and having the stud 81a is used. As shown in FIG. 8B, bolts are fastened and fixed to the surface of the silkworm shelf frame material 70b, and the remaining gap is filled with the backup material 82 and closed.
[0041]
The surface of the joint base material 81 is coated with an epoxy resin to improve adhesion with the joint material 83 to be filled later, and further, sand particles are set before the epoxy resin is solidified. The frictional resistance is increased by spraying on the surface or attaching a fiber having irregularities on the surface.
[0042]
Next, regarding the soil block 20 above and below the joint to be treated, 38% PEG solution or epoxy resin is applied to the end face 84 in contact with the joint, and the adhesion between the soil block 20 and the joint material 83 to be filled later is applied. To improve.
[0043]
Finally, a 38% PEG mixed soil in the form of basamol was used as a joint material 83, and surrounded by a frame material 81 for the joint basement, a backup material 82, and upper and lower soil block end faces 84 coated with a 38% PEG solution. Strike into the filling 80 and fill. If necessary, an anchor pin may be hit on the soil block end face 84 into which the PEG mixed soil is struck to enhance the adhesion to the joint material 83 and the effect of preventing slippage.
[0044]
Further, since the joint material is likely to flow out and fall downward in the vertical joint 90 as compared with the horizontal joint 80, first, as shown in FIG. 9, for example, the vertical joint 90 of the soil block 20 has a trapezoidal cross section. , And anchors 91 (for example, stainless nails: about 50 mm in length) are driven into the soil block end surface 92 on the joint inner surface at appropriate intervals (for example, 100 mm intervals), and 38% PEG is applied to the soil block surface in contact with the vertical joint 90. The adhesion between the joint material 93 and the soil block 20 is enhanced by applying an aqueous solution.
[0045]
Further, the backmost portion of the vertical joint is filled with a backup material 94 (for example, a sponge-like foamed rubber elastic molded product and an elastic sealing material) so that the joint material 93 does not flow out to the back of the soil block 20.
After that, the vertical joint 90 is struck and filled with the basamol-like PEG mixed soil as the joint material 93.
[0046]
After the filling of the joint material of the horizontal joint 80 and the vertical joint 90 is completed, cracks are prevented through a sufficient curing period (about two months), and strength development is enhanced. In that case, it is preferable to carry out by natural drying without performing forced drying.
[0047]
In addition, although the 38% PEG mixed soil was shown as the joint material used in the joint processing, the same soil as the soil construction S is collected and ground in advance as the soil to be mixed.
[0048]
As described above, joint processing is performed, and when a defective portion D such as soil peeling occurs on the display surface E side of the soil block 20 (see FIG. 10A), it is applied as shown in FIG. Apply 38% PEG solution P or epoxy resin on the inner surface of the defect part D and perform surface treatment, or after that, as shown in (c), the repair material R to be filled later and the surface of the defect part D After the anchor pin N (for example, a stainless steel nail) is driven in order to prevent the interfacial peeling, the repairing material R is filled with basamole-shaped PEG mixed soil to the same surface height as the periphery of the defect portion D for repair.
[0049]
Also, if cracks such as hair cracks have occurred on the soil block display surface E, a resin is injected at an appropriate low pressure so as not to break the bond of the soil particles, and the cracks are filled with the resin, and then the PEG is applied to the surface. Apply mixed soil and finish.
[0050]
When the substantial repair is completed, in order to finally express the so-called earthiness, the soil block display surface E is provided with irregularities at appropriate angles and depths without making it a completely smooth surface, so that natural Get closer to the atmosphere.
[0051]
If necessary, in addition to the above, the repair portion of the soil block display surface E is colored with an inorganic pigment as a colorant that is not deteriorated by ultraviolet rays in a color scheme that matches the soil color around the repair portion.
[0052]
After finishing the joint processing and various repair work on the soil block display surface E, the clear resin is applied with a minimum amount of application so that the original color of the soil is not damaged. Prevent and complete reinforcement of the final soil block display surface E.
[0053]
In this embodiment, the application target of the present invention is a bank body having a cross-sectional width of about 60 m and a bank body height of about 15 m. However, the present invention is not limited thereto, and the target soil structure is a tomb, An irrigation channel, a residence, etc. may be used, and the scale thereof may be larger than that of the present embodiment.
[0054]
In addition, the soil block cut out from the soil structure is not limited to the one having a size of 3 m × 1.5 m in length and width of about 40 to 50 cm and having a cubic shape as in the present embodiment. It can be freely changed according to the size and shape of the gantry for restoration.
[0055]
Furthermore, in reinforcing the soil block, not only PEG (polyethylene glycol) liquid but also any one showing the same effect can be adopted, for example, acrylic resin, vinyl acetate resin, ethylene vinyl acetate resin, An ethylene butadiene rubber resin, a polyvinyl alcohol resin, or the like can be used. The treatment method is not limited to the treatment of immersing in an impregnation tank, and various treatment methods can be applied as long as sufficient impregnation can be performed.
[0056]
Regarding the management of the above impregnation treatment, in this embodiment, liquid temperature management using a thermocouple, concentration management by specific gravity measurement, liquid surface position management using an ultrasonic sensor, and electrodes are driven into a soil block. Although the PEG liquid impregnation amount management for measuring the specific conductivity is performed, it is only necessary that the same management can be performed using other devices and methods for each management.
[0057]
The platform on which the impregnated soil block is placed is not limited to a silkworm shelf type, but can be employed as long as the weight of the soil block does not affect each other.
[0058]
The 38% PEG aqueous solution used to reinforce the soil block described above is not limited to its concentration, but is set to a concentration that is appropriately changed depending on the situation, such as the strength required after reinforcement and the degree of damage to the soil block surface. It shall be.
[0059]
According to the sequence of the procedure of the present embodiment, it is preferable to perform the transfer and preservation exhibition of the earth structure, but depending on the state of the earth structure, the progress of the facility and building where the preservation display is performed, If possible, it may be performed separately in parallel.
[0060]
【The invention's effect】
As described above in detail, according to the method for transferring and storing a soil structure according to the present invention, after the soil structure is cut out as it is in a block shape without restoring the existing soil structure using a replica or the like. Therefore, under appropriate management, it will be properly reinforced and restored along with the original structure of the soil structure. In addition, the possibility of damaging the soil structure during the series of processes from cutting, transportation, and preservation exhibition is reduced, and in addition, the real soil structure is piled up and restored to restore the remains and remains. It is possible to fully reproduce the original presence.
[0061]
In addition, soil structures that have been divided into soil blocks, stacked, and restored are repaired and inspected individually for each soil block, and the entire platform on which the soil blocks are placed is managed and restored. Maintenance inspections can be carried out appropriately and flexibly according to the required conditions, such as inspecting the display surface of the entire body and performing appropriate repairs and reinforcements.
[0062]
Furthermore, according to the present invention, processes such as cutting out, reinforcing, transporting, stacking, and surface finishing of soil blocks from soil structures are systematically formulated with clear procedures and methods, so that all of the series of flow operations Can be carried out efficiently and reliably, and the cost and time spent for transferring and storing soil structures can be drastically reduced compared to the case where the conventional method is used step by step. It becomes.
[Brief description of the drawings]
FIG. 1 is a flowchart showing a method for transferring and storing a soil structure according to the present invention.
FIG. 2 is an explanatory view showing a soil block arrangement of a bank body cut out in the cutting step of the present invention.
FIGS. 3A and 3B are explanatory views showing a restriction example of a soil block to be cut out in the cutting step of the present invention, wherein FIG. 3A is a side view, FIG. 3B is an enlarged view of a side view A, and FIG. FIG. 4D is a schematic view of a frame member to be fitted on the front, and FIG.
FIG. 4 is an explanatory cross-sectional view showing a partial immersion of the soil block in a PEG aqueous solution performed in the reinforcing step of the soil block according to the present invention, and FIG.
FIGS. 5A and 5B are measurement management methods for the liquid temperature, liquid concentration, and liquid surface position of the PEG aqueous solution performed during the immersion of the soil block shown in FIG. 3 into the PEG aqueous solution, respectively. It is a conceptual diagram shown in FIG.
6 is a conceptual diagram showing a method of measuring the specific conductivity of the soil block performed during the immersion of the soil block shown in FIG. 3 in an aqueous PEG solution. FIG. 6 (a) is an explanatory diagram of the soil block when electrodes are implanted. (B) is an expanded sectional view of the vicinity of the driven electrode, and (c) is a conceptual diagram showing submerged weight measurement of the partially immersed soil block.
FIGS. 7A and 7B are a plan view and a side view showing an exhibition stand used in the stacking process of the present invention.
FIGS. 8A and 8B are explanatory views showing the horizontal joint processing in the surface finishing process of the present invention, wherein FIG. 8A is a schematic side view, FIG. 8B is an enlarged view of a side view A, and FIG. It is a side view of material.
FIG. 9 is an explanatory view showing vertical joint processing in the surface finishing step of the present invention.
10A and 10B are explanatory views showing a method for repairing a soil block cross-sectional defect in the surface finishing process of the present invention, wherein FIG. 10A is a plan view of the soil block in which the defect is generated, and FIG. 10B is a relatively small defect. (C) is an explanatory cross-sectional view of a soil block having a relatively large defect.
[Explanation of symbols]
S soil structure 20 soil block 21 levee body shape drawing 40 PEG aqueous solution 41 impregnation tank 70 silkworm shelf-type pedestal E display surface 80 horizontal joints 82, 94 backup material 90 vertical joint D missing part R repair material

Claims (4)

Cutting out the soil structure such as buried remains and remains as one or more soil blocks in the form of a block, and attaching the elastic fiber to the outer peripheral surface of the cut out soil block for transfer and preservation The soil block is reinforced by immersing the soil block in a resin solution , the transporting step of transporting the reinforced soil block, and the soil block according to the soil structure prototype before cutting. stacked placed in multistage cradle, relocation of the soil and stacked constructing a restoration of constructs, soil constructs wherein the Nalco and a surface finishing step for surface finishing of display surface of the restoration member And preservation display method. The method for transferring and storing a soil structure according to claim 1, wherein after mounting the soil block on the gantry and stacking, the anchor for preventing the soil block from popping out is attached to the back of the soil block and fixed to the gantry. Relocation and preservation display method of the characteristic soil structure.   3. The method for transferring and storing a soil structure according to claim 1 or 2, wherein, in the reinforcing step, an electrode is driven into the soil block being impregnated with a resin liquid, and the soil block is impregnated by measuring a specific conductivity. In addition, the amount of the resin solution is controlled, and the weight of the soil block immersed in the resin solution is measured to control the amount of resin solution impregnated in the entire soil block, so that the resin solution is sufficiently impregnated. A method for transferring and storing a soil structure, wherein the soil block is dried.   4. The method for transferring and storing a soil structure according to claim 3, wherein in the reinforcing step, the liquid temperature, concentration, and liquid level of a resin liquid in an impregnation tank in which the soil block is immersed are further controlled. Relocation and preservation of soil structures.

Images