JP2008180055A - Evacuating device from emergencies such as tsunami and flood - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an evacuating device from emergencies such as tsunami and flood which is made to strongly resist the tsunami or the like. <P>SOLUTION: The evacuating device from the emergencies such as the tsunami and the flood is provided with a reinforced concrete foundation placed on a base, a plurality of pillars which are erectly fixed on the foundation, an evacuating stage fixed on the pillars, and a means for going up and down which connects a base side with the evacuating stage. The pillar allows at least its lower part to be made of concrete as well as the foundation. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

  The present invention relates to an evacuation device from an emergency such as a tsunami or flood.

  For example, a tsunami evacuation facility (tsunami tower) installed on a coastline or the like as a countermeasure against a tsunami is composed of a reinforced concrete foundation placed on the foundation and a plurality of pillars erected and fixed on the foundation. It has an evacuation stage fixed on a support and climbing means for communicating between the base and the evacuation stage.

However, the existing tsunami evacuation facilities are all made of steel frames, so if the tsunami hits from the front, the tsunami evacuation facility is resistant to the thrust from the lower front. However, there was a risk of rising when the tsunami has an unprecedented scale or when adverse conditions overlap.
In view of the above, it is an object of the present invention to provide an evacuation device from an emergency such as a tsunami or flood that can more strongly counter a tsunami or the like.

In order to solve the above-mentioned problems, the invention described in claim 1 is a reinforced concrete foundation placed on a base, a plurality of pillars standing and fixed on the foundation, and an evacuation fixed on the pillar. An evacuation device from an emergency such as a tsunami or flood that includes a stage and a climbing means that communicates between the base and the evacuation stage. At least the lower part of the column is made of the same concrete as the foundation. It is characterized by.
According to a second aspect of the present invention, in the first aspect, the upper part and the evacuation stage are made of steel.
The invention described in claim 3 is the one described in claim 1 or 2, wherein the lower reinforced concrete columns are connected to each other.
The invention according to claim 4 is the one according to any one of claims 1 to 3, wherein the entire support column is made of reinforced concrete.

  According to the present invention, a reinforced concrete foundation placed on a base, a plurality of pillars erected and fixed on the foundation, an evacuation stage fixed on the pillar, a base side and an evacuation stage An evacuation device from an emergency such as a tsunami or flood that has a climbing means that communicates between the tsunami, and the column is characterized in that at least the lower part is made of the same concrete as the foundation. It is possible to provide an evacuation device from an emergency such as a tsunami or flood that can be more powerfully countered against such a situation.

Individual proposed techniques described in the following embodiments are also applied to other embodiments.
FIG. 1 (plan view of FIG. 2), FIG. 2 (front view seen from the direction of arrow X in FIG. 1), FIG. 3 (sectional view taken along line III-III in FIG. 2), and FIG. FIG. 2) shows an embodiment of the evacuation device for emergency situations such as tsunami and flood according to the present invention, especially developed for tsunami countermeasures. In these drawings, reference numeral 1 denotes an installation base, and three base blocks 2 are placed on the base 1. These basic blocks 2..., When the direction in which the tsunami flow is expected to be assumed to be X, set the tower center OT and have the A line passing through the OT parallel to the X-ray and precede the A line. The center O-1 of one basic block 2 is set, and the centers O-2 and O- of the two basic blocks 2 and 2 that follow the center O-1 as one vertex of an equilateral triangle are set. 3 is set. Here, the line connecting the centers O-1 and O-2 is set to be about 6 m. The block 2 is a square rectangular reinforced concrete block having a square shape of 3 m ^□ and a thickness of 850 mm, and the bottom surface thereof is provided with split chestnut 3 and discarded con 4 (the same applies to the basic structure below). . In addition, when the earth bearing strength is below a certain level, it is assumed that the strength of the block 2 is improved by applying a wrinkle concrete as a lower layer.

  As shown in FIG. 4, these three basic blocks 2... Are arranged in a centripetal direction in which lines A, B, and C connecting the middle of one side and the centers O-1 to O-3 pass through the tower center OT. Reference numeral 5 denotes an underground beam, which extends on the lines D, E, and F connecting the centers O-1... 3 of each block 2 and is integrally formed with the block 2 as a whole corresponding to the side of the equilateral triangle. The bar arrangements at both ends of the ground beam 3 extend into the respective blocks 2 and are connected to each other. However, the steel beam 6 is extended from each foundation block 2 along the lines D, E, and F. You may make it connect these with the main ground beam later.

  7 is a lower column, and the column 7 stands concentrically on each base block 2 and rises in a columnar shape, and its diameter is about 1.5 m to 2 m thick and solid with a height of 2.5 to 3 m. It is said to be a reinforced concrete cylinder. The lower support column 5 is integrally formed with the foundation block 2 by a rising line, a bending line, and the like from the foundation block 2. Anchor bolts 8 are projected from the upper end of the lower support column 5 by bar arrangement work.

  On the lower support column 7, an upper support column 10 made of a steel round pipe (or a square pipe or the like) is fixedly installed by passing a hole of the lower flange 11 through the anchor bolt 8 and tightening a nut. These upper columns 10 are connected to each other by a lower connecting beam 12 and an intermediate evacuation stage 13 shown in FIG. 3 is provided on the lower connecting beam 12. The evacuation stage 13 is in contact with a first stairway 14 that is a climbing means and is provided with a middle handrail 15. The middle handrail 15 may be a porous or mesh-like handrail that resists tsunami flow, or may be a non-permeable type handrail.

  At the upper end of the upper support column 10, an upper evacuation stage 18 is provided by connecting an upper connecting beam 16 and an auxiliary beam 17 indicated by broken lines in FIG. 1, and a second staircase 19 and an upper handrail 20 as climbing means are provided. Yes.

  As described above, since the lower column 7 is made of reinforced concrete, the overall weight of the tower is increased as compared with the conventional steel pipe, and as a result, even if it receives the impact of the tsunami flow X, There is no risk of side-slip, lift and other effects, and since it is concrete, it will not rust by sea breeze. Furthermore, since it is made of concrete, the thickness can be arbitrarily set, and the steel tower can be reduced as a whole tower, which is economical.

In addition, as shown in the right column of FIG. 4, the upper support | pillar 10 may be made into a square, a hexagon, or an octagon. It may be a triangular prism. In the case of a quadrangle, as shown in the figure, the tsunami flow may be divided into left and right by turning its corner with respect to X, and may be divided into diagonal streams.
Moreover, you may make the basic block 2 into a round pillar shape.
Furthermore, the upper support column 10 may be a large-diameter cylindrical shape as shown in the upper right column of FIG. In this case, a spiral staircase 22 may be provided in the interior so as to be able to evacuate from the rear lower entrance 23. The upper strut 10 may be a square shape with a spiral staircase inside.
In the embodiment, the foundation is an individual block type, but may be a solid foundation 24 as indicated by a virtual line in FIG. In this case, there are a method of driving the solid foundation 24 to a uniform thickness as a whole and a method of driving the outer peripheral portion thicker and the inner peripheral portion thinner. On the solid base 24, a square or round block type lower support column 7 is provided integrally or separately.
Furthermore, in the above-described embodiment, the entire tower is constructed based on triangles, but this may be based on other polygons such as quadrangles, pentagons, and so on.
In the embodiment, the third floor portion is the evacuation stage, but the fourth or fifth floor portion may be the evacuation stage.
Furthermore, in the said embodiment, although the upper support | pillar 10 was made of steel, it may be made of FFU or wood.
Moreover, in the said embodiment, although it comprised so that the upper end might be attached to the edge of the intermediate | middle evacuation stage 13 by the slanting linear staircase 14 to climb to the intermediate | middle evacuation stage 13, 14A shown with a virtual line in FIG. As shown in FIG. 14B, the upper end may face through the entrance in the plane of the intermediate evacuation stage 13, and the upper end faces the plane of the intermediate evacuation stage 13 as shown by 14B. In some cases, a staircase system may be used, and as shown by 14C, a staircase system that bends in parallel outside the sides of the triangle may be used.
Further, as shown by phantom lines in FIG. 4, the spiral outer staircase 26 may be provided using the periphery of the lower support column 7. The outer circumference is attached with a spiral handrail or a cylindrical cover so that it can be climbed safely and securely. A woody material such as thinned wood may be wrapped around the lower support column 7.
Further, in the above, one lower support column 7 is provided at the apex position. For example, the lower support column 7 with the spiral staircase 22 as shown in the upper right column of FIG. 4 has one large diameter of about 2 to 6 m. You may make it fix the evacuation stage 18 through the upper end as a support | pillar. In this case, the lower support column 7 may have a rectangular tube shape such as a rectangular tube.
Further, in the above embodiment, one of the three lower struts 7... Is disposed in advance in the direction X in which the tsunami is expected to come, but the direction X1 in FIG. There are cases where the sides of the triangle are oriented at a right angle and cases where the angle between X and X1 is oriented as the direction X2 where an attack is expected. Furthermore, the angle between X and X2 and X2 and X1 may be set as the direction in which the tsunami is expected to come. This directionality is also applicable to the type in which the lower columns 7 are arranged at the apexes of a quadrilateral, a pentagon, a hexagon, and so on.
Further, as indicated by the phantom line in FIG. 3, the preceding one of the basic block 2 is formed to be large forward and weighted as 2 'so that it can be effectively countered by the thrust force from the tsunami from the front. May be. A buffer pile S may be erected on the front upper side of the foundation block 2. Further, as shown in the right column of the figure, semi-cylindrical or triangular prisms S ′ and S ″ may be added to the front upper portion of the foundation block 2 instead of piles. Only the front strut 7 may be particularly enlarged.
Furthermore, as shown in the lower left column of FIG. 4, the foundation block 2 and the lower support column 7 may be arranged at a rectangular vertex position, and the foundation block 2 may be integrally connected with the underground beam 5. In this case, the underground beam 5 is narrower than the foundation block 2, but the entire foundation may have a rectangular frame shape with the same width 5 'as an imaginary line. Of course, a solid basic method may be used. The lower support column 7 may have a prismatic shape like an imaginary line. In this case, the corner ridge may be directed in the X direction so that the tsunami current flows separately from left and right. In this way, in the four-post type, the tsunami strike direction may be X1 or X2 in addition to X.
As described above, these are similarly applied to other embodiments.

  FIG. 5 shows an upper evacuation stage (not shown) by raising an integral lower support column 30 on a foundation block 29 connected by underground beams 28 and providing an upper support column 31 and a lateral coupling member 32 made of steel on the upper part. In the tower capable of climbing up and down, an embodiment in which the upper columns 31 are interconnected by an integrated beam 33 integrally extending from the columns 31 and a main beam 34 connecting the upper columns 31 is further improved in strength. It is shown.

In addition, as shown by the phantom line in the figure, the auxiliary solid foundation 35 may be configured on the foundation block 29 so as to correspond to the periphery of the lower support column 31 to further increase the weight.
Further, as indicated by the phantom line in the figure, an ascending diffusion guide surface 36 for expanding the tsunami flow in an expanded shape may be formed on the front surface portion of the lower support column 30.

  FIG. 6 shows an embodiment in which an integral support column 39 is erected on a foundation block 38, and the entire support column 39 is made of integral concrete in the shape of a bamboo shoot. Reference numeral 40 denotes a lateral connection member, and 41 denotes an evacuation stage. As shown in the right column of the figure, the horizontal connecting member 40 is configured by integrally projecting a base beam 42 from a column 39.

  FIGS. 7 and 8 show a structure in which a reinforced concrete column 47 is integrated in a rising manner on a three-point foundation block 46 with an underground beam 45. The column 47 is the same until reaching the evacuation stage 48. FIG. An embodiment having a large diameter (1 to 3 m) is shown. The lower part may be thicker and the upper part may be thinner than the imaginary line. 49 is the second floor evacuation stage, 50 is the third floor evacuation stage, and 51 is the stairs. In addition, as shown in the lower right column of FIG. 7, the support | pillar 47 may be made into a square pillar shape, and in that case, a square ridge part may precede the X side.

FIG. 9 and FIG. 10 show an embodiment of a reinforced concrete foundation slab 57 in which a plurality of foundation blocks 54 are integrated with a bottom slab 55 and the foundation blocks 54 are connected and integrated by underground beams 56. In this embodiment, the underground beam 58 that reinforces the bottom slab 55 is provided in the underground beam 56 so as to form a T-shape, and the column 59 is integrally provided upright from each foundation block 54.
According to this basic version 57, only the portions of the basic block 54 are strengthened with blocks, and the other parts are widened as lightly and thinly as possible with a bottom plate 55, providing a foundation of a strong structure that improves the stability of the tower as a whole while gaining a large basic area. Is something that can be done. Even during the liquefaction phenomenon, it can effectively counter the large ground contact area.
As shown in the right column of FIG. 10, anchor bolts 60 may be protruded from the base plate 56 and steel column (or square) pipe columns 61 may be erected via flanges 62.
Further, as shown by a broken line in FIG. 9, a foamed polystyrene (EPS) 63 is provided on the bottom surface of the bottom plate 55 to assist the supporting force from the bottom surface, thereby providing a foundation that works effectively during the liquefaction phenomenon. Is.

  FIG. 11 is based on the tsunami evacuation device at the upper left, and this device has a steel column 66 standing on a foundation block 65 and interconnected by a horizontal connecting member 67, and an intermediate evacuation stage thereon. 68 so that the first staircase 69 can evacuate, and the support structure 66 is sandwiched between the upper ends of the support columns 66 and the upper evacuation stage 71 is mounted thereon so that the evacuation can be performed via the second staircase 72. It is a thing.

The evacuation device shown in the figure was designed and installed to accommodate an estimated tsunami height of 5m before installation, but after that it was corrected that there was a risk of a 6m tsunami in the installation area. In such a case, as shown in the right column of the figure, the interposing structure 70 is removed, and the raising pipe 73 having a longer column length is intercalated and fixed, and then evacuated. This is a method (method) in which the height of the stage 71 can be dealt with high. The pipe 73 can be made of various lengths such as a longer pipe. The staircase 72 may be used as it is, and an auxiliary staircase 73 may be added thereto.
As another method, a raised pipe 76 may be interposed between the support column 66 and the foundation block 65 as shown in the lower right of the figure. In this case as well, the first stair 69 may be used as it is, and an auxiliary stair 77 may be added to cope with it.

  FIG. 12 shows the case where the estimated value of the tsunami height has changed after installation in the evacuation device provided with the evacuation stage 80 on the support column 79, or the case where there is no change in the assumed value but further safety is required. In addition, a safety evacuation stage 83 with a gantry 81 and stairs 82 can be additionally provided on the evacuation stage 80 of the apparatus. In this embodiment, it has been described that the safety evacuation stage 83 is additionally provided. However, the evacuation stage 83 may be equipped as a standard from the beginning.

The embodiment shown in FIGS. 13 and 14 is a foundation structure in which a square pillar-shaped foundation block 85 is arranged at the apex position of an equilateral triangle and these are integrally connected by an underground beam 86. Since the foundation is connected, the tsunami wave force from the X direction can be opposed not only by the preceding foundation block 85 but by the entire weight of the foundation block 85. The foundation structure is formed by anchoring an anchor bolt 89 upward by combining reinforcing reinforcing bars 88 for further strengthening in a central portion of the entire reinforcing bar 87 in a superposed manner. In addition, when W of the foundation block 85 is 3 m, the width w of the reinforcing bar 88 is about 1 m.
The right column of FIG. 14 shows the conventional example, in which the rising portion 91 is erected with a partial area rather than the whole on the thin bottom plate 90, and the support column 92 is fixed through the upper portion. This is not only lighter and less stable than the left column as a whole, but it also requires a large number of bars to be placed through a narrow space for the work. There was also a difficulty in sex.

  On the other hand, since the basic block structure in the left column of FIG. 14 is heavy with a large block shape as a whole, not only can the stability of the tower be improved, but also the space corresponding to that block will be widened. The bar arrangement work can be performed under easy-to-do conditions and the workability is excellent.

  As shown in the right column of FIG. 13, the basic block 85 has left and right side surfaces although there is a slip resistance at the front and rear surfaces in relation to the block circumscribed surface when all sides are oriented perpendicular to the X direction. The tower is easy to fall as a whole because the resistance to slipping out is small. On the other hand, in the case of the present embodiment shown in the left column of FIG. 13, since all of the basic blocks 85 are in the centripetal direction, all of the four sides of the block circumscribing surface are particularly in the rear basic block 85. Acts as a toppling resistance and strongly resists pushing force. Therefore, the preceding basic block 85 may be inclined with respect to the X direction (the corner ridges are directed in the X direction).

In addition, the anchor bolt 89 on each foundation block 85 is arrange | positioned on the line | wire of centerline A, B, C, as shown in FIG. 93 is a buffer pile.
Moreover, as shown in FIG. 13, the anchor bolts 89 are arranged corresponding to a total of 8 points including 4 corners of the support flange 94 and 4 points between the corners, but as shown in the upper left column of FIG. A total of eight sets of four pairs may be provided near the corner portion of the column flange 94. In this case, each pair of bolts 89 is provided at a position distributed about an angle of 10 degrees with reference to a line J connecting the center O-1 and the corner of the support flange 94. This is because a pair of anchor bolts 89 and 89 are simultaneously resisted to generate a strong resistance force by the tsunami wave force. The angle may be around 15 degrees. T is a reinforcing rib which extends from the support column 92 in four directions so as to be orthogonal to each side of the square plate, but may extend in eight directions.

  15 to 19 show the internal structure of the basic portion similar to that shown in FIG. 13, and FIG. 15 is a schematic cross-sectional view for explaining the internal bar arrangement structure as compared with FIG. 15 is a sectional view taken along line AA in FIG. 15, FIG. 17 is a sectional view taken along line BB in FIG. 15, FIG. 18 is a sectional view taken along line CC in FIG. Each is shown. In these drawings, post-additional bar arrangement elements such as reinforcing bar arrangements 88 and anchor bolts 89 in FIG. 13 are not shown, and only the base main body bar arrangement part is shown.

  Reference numeral 200 denotes a base block base reinforcing bar unit, which is arranged such that each side is oriented toward the center OT with the vertex position of the triangle as the center. The concrete structure is as shown in FIG. 16 and FIG. 17, and is a three-dimensional reinforcing bar having a rectangular plane by arranging a grid-like upper and lower bars a, b, a band c, a reinforcing bar d, and other reinforcing bars. A unit is constructed. The unit 200 may be an on-site construction method, or may be constructed in advance in a factory and carried into the site. 201 at the bottom of the foundation indicates replacement concrete, 202 indicates ground crushed stone, and 203 indicates leveled concrete. The unit 200 is arranged thereon and base concrete 204 is placed to constitute a foundation block.

  205 is an underground beam reinforcement which is passed through the underground beam concrete 206 connecting the units 200. As shown in the cross-sectional view of FIG. 18, the same reinforcing bar 205 is constructed by an upper muscle f, a lower muscle g, and a stirrup h. As shown in FIG. 15, the upper end and lower end stripes are connected to each other by inserting both ends into the unit 200 and welding. The stirrup is wound around the portion of the upper end and the lower end from the unit 200. The bottom of the underground beam concrete 206 has the same structure as described above.

Reference numeral 207 in FIG. 15 denotes a stair base, which is constructed of a foundation reinforcement 208 and foundation concrete 209 and extends from the rear underground beam, and has the same structure as the underground beam.
FIG. 20 is a plan view of the entire foundation concrete, and the internal structure of the reinforcing bar unit 200 and the underground beam arrangement 205 is shown here as a schematic perspective view. The details of the bar arrangement structure of the buffer strut 212 are shown together with FIG. 21 as an explanatory diagram.
In addition, although the tower support | pillar 211 and the buffer support | pillar 212 are shown as the continuous line in FIG. 20, they are shown to represent the position, they do not exist as a basic structure and come to their positions when the tower is installed afterwards. is there.

A base reinforcing bar unit 200 is embedded in each base concrete 204, and at the same time, two upper and lower horizontal reinforcing bars 214 are assembled by welding around the center via vertical reinforcing bars 213 shown in FIG. Configure reinforcement bars. The longitudinal reinforcing bars 213 are fixedly welded to the base reinforcing bar unit 200 side.
The vertical reinforcing bars 213 and the horizontal reinforcing bars 214 are indicated by solid lines in FIG. 20, but are actually broken lines because they are buried.

  A plurality of anchor bolts 216... Are fixed by welding to the lateral reinforcing bars 214 through the lower receiving plate 215 with these reinforcing bars as receiving sides, and the front upper gauge plate 217 and the rear upper gauge plate 218 are nuts. The concrete is placed in a state in which the plates 217 and 218 and the anchor bolts 216 other than the upper ends are buried in the base concrete 204. 219 is SGL.

  The gauge plates 217 and 218 on the foundation of FIG. 21 thus constructed are then removed, and the lower flanges (the shapes corresponding to the plates 217 and 218 of FIG. 20) of the tower column 211 and the buffer column 212 shown in FIG. Tightened and fixed.

  FIG. 22 shows a storage function by effectively utilizing the space in the foundation formed by connecting the foundation block 95 with the underground beam 96. As shown in the perspective view in the right column of FIG. The lid 97 has an edge that rests on the three underground beams 96. A sealed main body 98 is integrated with the bottom of the upper lid 97, and the main body 98 is fitted into a triangular space of the underground beam 96. The upper lid 97 may be fixed to the underground beam 96 by fastening or welding.

Reference numeral 99 denotes a protruding cylinder, which can be opened and closed by a lid 100. Such storage facilities are used for storage of various disaster prevention equipment, rescue equipment cases and the like that can be used after a tsunami strikes after being inserted into the underground beam 96 like a virtual line or after an earthquake occurs.
As shown in the left column of the figure, a small storage facility may be used. This small storage facility can be composed of a plurality.

  FIG. 23 and FIG. 24 show the block 102 in phantom lines in order to increase the stability of the tower by making the foundation block 102 as heavy as possible in the case where the column 104 is erected on the foundation block 102 via the flange 103. This is an embodiment having a plane area several times as large as 3 m □. A buffer pile 105 is erected on the front portion of the foundation block 102.

In addition, if the vertical pile 107 and the diagonal pile 108 with the retaining block 106 are added from the foundation block 102, stability will improve more.
Further, the pipes of the buffer piles 105 may be filled with concrete 109 to increase the weight.
Furthermore, 110 is a perforated pipe embedded in the center of the tower, which is used to drain the internal water during the liquefaction phenomenon and prevent the tower from falling.

FIGS. 25 and 26 show an example in which an anchor bolt 113 protrudes from the base block 112 and the flange 115 of the support column 114 is nut-fastened to the bolt 113. An embodiment in which the flange 115 is pressed by the presser fitting 117 is shown.
Further, after the nuts and bolts 113 and 116 are protected by the cap 118, the additional concrete 119 may be added around the base of the column to further increase the weight.

  The basic construction method in the embodiment shown in FIGS. 1 to 4, 13, 14, etc. is a method that relies only on the on-site bar arrangement construction, so that the on-site construction becomes extremely complicated, which adversely affects the extension of the construction period and others However, as in the embodiment shown in FIG. 27, the foundation unit completed in advance at the factory is transported by trunk and brought to the site, so that the foundation can be obtained with a minimum of bar arrangement work. Construction is possible.

That is, 120 is a recess for foundation work excavated in a predetermined shape, but base block base reinforcing bar units 121 that have been arranged in advance at the factory are carried into the top three locations of the recess 120. A predetermined alignment is performed. This unit 121 has a main body part 122 of a square frame made of a hooked streaks or the like, and the reinforcing part is supplemented under 1 m ^{□ in} the center part, and a plurality of upward protrusions from the main body part 122. A gauge plate 124 is set through the anchor bolts 123.
Further, an underground beam end bar 125 that can be configured to form a square shape at the end core of the underground beam is simultaneously integrated from the main body portion 122 at the factory.

A total of three such units 121 are carried in, and a predetermined position, direction, levelness, etc. are determined (I). It should be noted that a formwork material 126 may be attached to the unit 121 at a predetermined distance as shown in the drawing. The same-type frame material 126 may be attached at the site.
Of course, the unit 121 is constructed based on dimensions suitable for truck transportation.

Reference numeral 128 denotes a lower end bar, and a plurality of the lower end bars 128 have both ends extending from the bottom of the underground beam end bars 125, 125 to the inner bottom of the main body part 122 between the units 121, 121 installed as described above. After being placed in parallel so as to be inserted, it is connected and fixed to the unit 121 side.
On the lower end bars 128..., The underground beam main bar unit 129 previously constructed in the factory is placed and positioned so as to be concentrically between the end bars 125 and 125 in the manner of III, and then the lower end bars 128. Connected to the side by welding or other means.
The underground beam main reinforcing bar unit 129 may be preliminarily attached with a formwork 130 or may be attached collectively at the site.

  In the part indicated by XX, an unarranged muscle construction portion remains. As shown in FIG. 28, this portion is formed into an integral box-shaped bar by arranging / connecting the stirrup 131, the lower complement 132, the width stop 133, and the like. Of course, the stirrup 131, the lower complement 132, and the lower end 128 are connected.

  After that, the upper streaks 134 are inserted through the ribs 131 in the manner of being inserted into the units 121 and 121 in the same manner as the lower streaks 128 as shown in FIG. And the main beam unit of the underground beam.

  Concrete is placed with the formwork attached to the foundation reinforcement thus completed, and then the lower flange of the tower column is fixed via the anchor bolts 123 with the gauge plate 124 removed. It is fixed.

  The other embodiments shown in FIGS. 29 and 30 can ensure the installation level of the tower column 140 easily and reliably by on-site adjustment, and can increase the strength of the column 140 with respect to the foundation block to improve the safety of the tower. It is what I did.

  Reference numeral 141 denotes a foundation foundation, on which a foundation unit 142 that has been factory-produced and carried in advance is set. The unit 142 has a main body 143 with required reinforcement arrangements, and a gantry A integrally provided with connecting means (not shown) is provided in the center of the main body 143.

The gantry A has a base plate 146 with lower jacks 145 whose heights can be adjusted on the four tongue pieces 144. The base plate 146 is combined with a receiving plate 147 on the lower base 141. The height can be adjusted and the level can be obtained. Reference numeral 148 denotes a level.
On the base plate 146, a receiving base 149 having a hat opening shape is provided so that concrete can flow in. On the receiving base 149, an upper jack 150 serving as a plurality of anchor bolts is also high. The flanges 151 of the illustrated support column 140 are finally connected so as to be horizontal. A gauge plate is attached in front of it.

  Reference numeral 152 denotes a support muscle which is provided around the gantry A and functions to completely prevent breakage of concrete and the like.

  After the base unit 142 with the gantry A is brought into a predetermined position on the site, the whole is adjusted to a normal horizontal state as indicated by an arrow P by turning and adjusting the lower jack 145, and thereafter (or may be in advance), The concrete placement theory as shown by arrow Y in FIG. 30 is made only when the column 140 is surrounded by the formwork material 153 and the column 140 is mounted in the normal posture as shown in FIG. The concrete is cast to a height that exceeds the level of solidification. In this state, the base of the tower column 140 including the gantry A is all integrated with concrete, and the stability of the tower is significantly improved.

  The embodiment shown in FIG. 31 (cross-sectional plan view taken along the line HH in FIG. 32) and FIG. 32 is a tsunami evacuation facility constructed by a lower half 160 made of reinforced concrete and an upper half 161 made of steel. In particular, the lower half portion 160 is integrally formed with a regular triangular solid base type bottom plate portion 162 and a body portion 163 having a regular triangular tube shape, and the bottom portion of the upper half portion 161 through a notch 164 in the rear portion. The first stairs 166 that can be climbed up to the intermediate evacuation stage 165 formed in the above are hung, and the lower part of the first stairs 166 is configured to serve also as an evacuation port 167 to the first floor using the notch 164.

  The upper half portion 161 of the main body portion 163 includes upper columns 168, an upper evacuation stage 169, and a second staircase 170. The lower column 171 is fixedly coupled to the upper column 168 by an anchor bolt from the main body portion 163.

Since the top of the triangle is directed to the X direction, the tsunami flow is separated and the separated tsunami flow is more diffused along the wall surface of the main body portion 163. Has major features.
A cushioning material 172 such as rubber or wood may be fixed to the front end of the main body portion 163. Further, as shown in the right column of FIG. 31, a plurality of cushioning materials 173 made of rubber or wood may be fixed around the front end by anchors 174 and wires 175.

  The top view which shows one Embodiment of this invention.   The front view of FIG.   III-III sectional view taken on the line of FIG.   IV-IV sectional view taken on the line of FIG.   The perspective view which shows other embodiment.   The front view which shows other embodiment.   The top view of FIG. 8 which shows other embodiment.   The front view of FIG.   The top view of FIG. 10 which shows other embodiment.   The front view of FIG.   The front view which shows other embodiment.   The front view which shows other embodiment.   The top view which shows other embodiment.   FIG. 14 is a longitudinal sectional view of a main part of FIG. 13.   The basic reinforcement plan which shows other embodiments.   AA line sectional view of Drawing 15.   BB sectional drawing of FIG.   The CC sectional view taken on the line of FIG.   The DD sectional view taken on the line of FIG.   FIG. 16 is a basic plan view based on FIG. 15.   The VV sectional view taken on the line of FIG.   The top view which shows other embodiment.   The top view which shows other embodiment.   FIG. 24 is a longitudinal side view of FIG. 23.   The cross-sectional view of FIG. 26 showing another embodiment.   The longitudinal cross-sectional view of FIG.   Explanatory drawing which shows other embodiment.   Cross-sectional explanatory drawing which shows the bar arrangement state of the XX location of FIG.   The top view which shows other embodiment.   The longitudinal cross-sectional view of FIG.   The HH sectional view taken on the line of FIG. 32 which shows other embodiment.   The front view of FIG.

Explanation of symbols

    DESCRIPTION OF SYMBOLS 1 ... Installation base 2 ... Base block 7 ... Lower support | pillar 10 ... Upper support | pillar 13 ... Middle refuge stage 18 ... Upper refuge stage

Claims (4)

  A reinforced concrete foundation placed on the base, a plurality of pillars erected and fixed on the foundation, an evacuation stage fixed on the pillar, and a climbing means for connecting between the base and the evacuation stage An emergency evacuation device such as a tsunami / flood provided with a tsunami / flood, etc. characterized in that at least the lower part is made of the same concrete as the foundation. Evacuation device.   The evacuation device from an emergency such as a tsunami or flood, wherein the upper part and the evacuation stage are made of steel.   The evacuation device from an emergency such as a tsunami or flood, wherein the lower reinforced concrete columns are connected to each other.   The evacuation device from an emergency such as a tsunami or flood, wherein the entire support column is made of reinforced concrete.

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