JP7232661B2 - Structures, construction methods of structures - Google Patents

Description

The present invention relates to a structure and its construction method.

As an anaerobic fermentation and digestion tank for sewage sludge, there is a storage tank (hereinafter referred to as a PC egg-shaped digester) with an agitator installed inside the egg-shaped side wall made of prestressed concrete, and it is difficult to create a dead water area and has high agitation. Excellent at Prestress is applied to the side wall by tendons in the circumferential and longitudinal directions, which resists internal pressure such as liquid pressure, and can suitably prevent liquid leakage from the PC oval digestion tank.

When constructing a PC egg-shaped digester using conventional cast-in-place concrete, it is necessary to place concrete, install insulation, and apply anti-corrosion coating. I needed it. In addition, the PC egg-shaped digester was difficult to construct because it was necessary to introduce prestress in the circumferential and longitudinal directions on top of the special shape.

On the other hand, Patent Literature 1 describes a PC egg-shaped digester composed of precast segments (hereinafter sometimes referred to as segments). In Patent Document 1, a plurality of segments obtained by dividing the side wall of the PC egg-shaped digester in the circumferential direction are used, and the use of such segments simplifies construction work.

Patent No. 4309835

In the PC egg-shaped digester, the lower part of the side wall is sometimes buried under the ground surface from the viewpoint of stability. In the subsurface area, circumferential tendons are embedded within the sidewalls to form inner cables, the ends of which are anchored to the inner surface of the sidewalls. Since the internal sewage is agitated in the PC egg-shaped digester, the fixing position is not a protruding part such as a pilaster but a notch so as not to hinder the agitation.

When constructing a side wall with segments, usually, as shown in FIG. The material c is fixed at the notch b. However, since the side wall of the PC egg-shaped digester narrows toward the bottom end, the width of the segment a becomes narrower at the bottom of the side wall, and it is better to provide two notches b in one segment a. It can be difficult.

In FIG. 14(b), one notch b is provided in each of the segments a on both sides of the segment a arranged to intersect the tendon c, and each tendon c is fixed by the notch b of each segment a. This is an example of In this case, since only one notch portion b is required, it is possible to cope with the case where the width of the segment a is narrow, but the bearing pressure at the fixing position of the tendon c acts on the segment a. Therefore, as shown in FIG. 14(b), if the bearing pressure range d in which the bearing pressure is received in the segment a is small, cracks may occur.

SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and an object of the present invention is to provide a structure or the like in which tendons can be preferably fixed even in narrow segments.

A first invention for solving the above-described problems is a structure having a side wall constructed by arranging a plurality of precast segments in a circumferential direction and forming a closed area in a plane, wherein the side wall includes the side wall of the side wall. Circumferential prestressing is introduced by the tensioning of the circumferential tendon through the interior, and the ends of the circumferential tendon are positioned on the side of the precast segment body located on the adjacent precast segment side of the precast segment body. Fixing is performed by a fixing portion positioned on an inclined surface which is formed by chamfering corners on the inner surface side and which is inclined toward the central portion in the width direction of the precast segment main body toward the center of the closed region. and a notch portion in which the fixing portion is arranged is provided on the inner surface of the adjacent precast segment on the fixing portion side, and the notch portion is provided only at one place in the adjacent precast segment. It is a structure that

In the present invention, when a circumferential tendon (inner cable) is arranged inside the side wall and the prestress is introduced into the side wall in the circumferential direction by the tension, the circumferential tendon is placed on the side surface of the segment main body of the side wall. It is fixed, and the notch is provided on the inner surface of the adjacent segment on the fixing part side. Therefore, only one notch portion is required in the segment, and even if the width of the segment is narrow, it can be handled. In addition, since the tendon is anchored on the side surface of the segment body, the bearing pressure at the anchoring position acts on the entire segment, making it possible to maximize the bearing pressure range and prevent cracking.

It is preferable that the notch be filled with a filler.
As a result, the inner surface of the side wall can be smoothed, and work such as painting the inner surface can be performed favorably. In addition, there is no risk of hindering the agitation of the internal sewage in the PC egg-shaped digester.

It is preferable that the fixing portion is provided at a portion of the side wall where the diameter is narrowed.
Since the width of the segment is narrow in such a place, the tendon fixing method according to the present invention is particularly effective.

Preferably, the structure is a sludge digestion tank, and the middle portion of the side wall in the height direction narrows in a curve toward the top end and the bottom end. Further, it is preferable that a portion of the side wall is below the ground surface, and the fixing portion is provided at a portion of the side wall below the ground surface.
As a result, it is possible to form a substantially oval digestion tank which has the advantage of being less prone to dead water areas and having high agitation properties. If part of the side wall of the digester is located below the ground level, the inner cable shall be applied to the circumferential tendon below the ground level, and the anchorage is formed on the sub-ground part of the side wall. do it.

A second invention is a construction method for a structure having a side wall that forms a closed area in a plane, comprising a step of arranging a plurality of precast segments in a circumferential direction to construct the side wall; introducing a circumferential prestress in said side walls by tensioning of the precast tendons, wherein the ends of the circumferential tendons are on the sides of the precast segment body located on the side of the adjacent precast segment. , located on an inclined surface formed by chamfering corners on the inner surface side of the precast segment main body, which inclines toward the central side in the width direction of the precast segment main body toward the central side of the closed region. A notch portion in which the fixing portion is arranged is provided on the inner surface of the adjacent precast segment on the fixing portion side, and the notch portion is provided only at one place in the adjacent precast segment. It is a construction method of a structure characterized by being made.
The second invention is the construction method of the structure of the first invention.

ADVANTAGE OF THE INVENTION By this invention, the structure etc. which can fix a tendon suitably even in a narrow segment can be provided.

The figure which shows the digestion tank 1. FIG. FIG. 3 shows a side wall 3; FIG. 4 is a diagram showing segments 31 and 32; The figure which shows arrangement|positioning of the longitudinal direction PC steel materials 15 and 16. FIG. The figure which shows the circumferential direction PC steel material 17 and the hollow 30. FIG. FIG. 4 is a diagram showing a circumferential PC steel material 18 and a notch 35; The figure which shows the steel shell 60 and the concrete 66. FIG. The figure which shows the construction method of the digestion tank 1. FIG. The figure which shows the construction method of the digestion tank 1. FIG. The figure which shows the construction method of the digestion tank 1. FIG. FIG. 4 is a diagram for explaining the ground assembly of the segment 32 and the installation of the segment 31; FIG. 4 is a view showing the gaps between circumferentially adjacent segments 32; An example of circumferential PC steel material 18 and notch 35 . The figure explaining the notch part b.

Preferred embodiments of the present invention will be described in detail below with reference to the drawings.

(1. Digestion tank 1)
FIG. 1 is a diagram showing a digestion tank 1 according to an embodiment of the present invention, and shows a cross section of the digestion tank 1 in the vertical direction. 2(a) is a perspective view showing the side wall 3, and FIG. 2(b) is a top view of the side wall 3. As shown in FIG.

A digestion tank 1 is a structure provided in a sewage treatment plant or the like, and is a storage tank for storing sewage therein. In the digester 1, sewage sludge is treated by anaerobic digestion. A stirrer (not shown) is provided inside the digestion tank 1 for efficient treatment of sludge.

The digestion tank 1 is a PC egg-shaped digestion tank having a substantially oval shape as a whole, and includes a side wall 3, a concrete pedestal 5, a bottom member 6, a lid 7, a steel scaffolding 8, and the like. The digestion tank 1 is a semi-underground storage tank, and a part of the lower portion 3c of the side wall 3, the base concrete 5, and the like are buried under the ground surface.

Side wall 3 is a substantially egg-shaped tubular member made of concrete that tapers in diameter toward the top and bottom ends. More specifically, the intermediate portion 3a in the height direction of the side wall 3 bulges outward in a spherical shape, and the upper and lower portions of the intermediate portion 3a narrow toward the top end and the bottom end in a truncated cone shape.

When viewed in the vertical plane, the inner surface of the intermediate portion 3a of the side wall 3 bulges in an arc from the center C at the center in the height direction of the side wall 3 with a predetermined radius of curvature R and a central angle α to the top and bottom ends. The upper and lower inner surfaces of the intermediate portion 3a taper toward the top and bottom, respectively, in a straight line that smoothly continues with the arc. In this embodiment, the central angle α is 90°, the inclination angle β of the upper and lower inner surfaces of the intermediate portion 3a is 45° with respect to the horizontal direction, and the inner surface of the side wall 3 is vertically inclined with respect to the center of the side wall 3 in the height direction. Although it is symmetrical, it is not limited to this.

The side wall 3 is divided into upper and lower parts at the position where the separation distance from the central axis O on the plane of the side wall 3 is maximum, that is, at the center of the side wall 3 in the height direction. The upper portion 3b and the lower portion 3c of the side wall 3 are constructed by arranging a plurality of precast segments 31, 32 in the circumferential direction of the side wall 3. As shown in FIG.

The segment 32 of the lower part 3c of the side wall 3 is further divided into small segments 321,322. The division position of the upper and lower small segments 321 and 322 corresponds to the intersection of the side wall 3 and the line segment L extending from the center C and inclined downward with the inclination angle β/2 with respect to the horizontal direction.

As described above, the side wall 3 is a tubular member and forms a closed area in a plane. In addition, the shape of the outer periphery of the side wall 3 is a polygonal quasi-circular shape (substantially circular shape) in consideration of the ease of manufacture of the segments 31 and 32 (see FIG. 2(b)). The inner periphery of the side wall 3 also has a pseudo-circular shape (substantially circular shape) formed by a polygon obtained by reducing the polygon of the outer periphery.

The segment 31 of the upper portion 3b of the side wall 3 has a shape obtained by equally dividing the upper portion 3b of the side wall 3 along a radial vertical plane passing through the central axis O in the circumferential direction, as shown in FIG. 2(b). Some segments 31 (see P in FIG. 2(b)) are thicker than other segments 31, and are used as pilasters to fix the ends of the circumferential PC steel 17 (see FIG. 1). be done.

The left figure of FIG. 3( a ) is a view of the segment 31 (segment 31 other than the pilaster P) viewed along the vertical plane, and the right figure is an elevation view of the segment 31 . The segment 31 has an elongated shape whose vertical length is greater than its lateral width (the length in the circumferential direction of the side wall 3), and the width of the main body narrows toward the upper end.

The segment 32 of the lower portion 3c of the side wall 3 also has a shape obtained by equally dividing the lower portion 3c of the side wall 3 along a radial vertical plane passing through the central axis O in the circumferential direction. In addition, the upper part of some segments 32 (see P in FIG. 2(a)) is thicker than the upper part of other segments 32, and the end of the circumferential PC steel material 17 (see FIG. 1) is fixed. It is used as a pilaster to do.

FIG. 3(b) is a diagram showing the segment 32 (the segment 32 other than the pilaster P) in the same manner as in FIG. 3(a). The segment 32 also has an elongated shape whose vertical length is greater than its horizontal width, and the width of the main body becomes narrower toward the lower end.

A widened portion 321a is formed at the upper end of the small segment 321 so as to widen stepwise outward. The upper end of the small segment 322 is also formed with a widened portion 322a that widens stepwise outward. The lower surface of the small segment 321 has the same thickness as the upper surface of the small segment 322, and the inner and outer surfaces of both segments 321, 322 are smoothly continuous.

For the segment 31 and the small segments 321 and 322, precast concrete members manufactured in advance by pouring concrete into a formwork or the like are used. The small segments 321 and 322 can be manufactured at once by dividing the inner space of one form into two with a partition such as an iron plate and pouring concrete into each divided space. When the digestion tank 1 is constructed, the inner surfaces of these segments may be coated with an anti-corrosion coating in advance, and a heat insulating material (not shown) may be attached to the outer surfaces of the segments in advance.

Inside the segments 31, 32 longitudinal PC steel members 15, 16 are arranged. The longitudinal PC steel members 15, 16 are tendons arranged in the longitudinal direction of the side wall 3, and for example, PC steel bars are used. FIG. 4 shows the arrangement of longitudinal PC steel members 15, 16 in elevation of vertically continuous segments 31, 32. FIG.

A plurality of longitudinal PC steel materials 15 are passed through the segment 31 . The lower end of each longitudinal PC steel material 15 penetrates the widened portion 321a at the upper end of the segment 32 and is fixed on the lower surface of the widened portion 321a.

On the other hand, the fixing position of the upper end of each longitudinal PC steel material 15 is different. The upper ends of direction PC steel members 15 are anchored in segments 31 at lower positions away from the center. This is to prevent overcrowding of the longitudinal PC steel members 15 at the upper ends of the segments 31 .

A plurality of longitudinal PC steel members 16 are passed through the segment 32 . The upper end of each longitudinal PC steel member 16 is anchored at the upper end of segment 32 . On the other hand, the fixing position of the lower end of each longitudinal PC steel material 16 is different, and the lower end of the longitudinal PC steel material 16 at the center of the width direction of the segment 32 protrudes from the lower end of the segment 32 and is fixed at the lower end. , the lower ends of the longitudinal PC steel members 16 on both sides thereof are anchored in the segments 32 at higher positions away from the central portion. The purpose, as before, is to prevent overcrowding of the longitudinal PC members 16 at the lower ends of the segments 32 .

The sidewalls 3 are also provided with circumferential PC steel members 17 , 18 . The circumferential PC steel material 17 is provided outside the side wall 3 as an outer cable, and the circumferential PC steel material 18 is provided inside the side wall 3 as an inner cable. As the circumferential PC steel materials 17 and 18, tendons such as PC steel wires can be used.

FIG. 5(a) is a view showing the circumferential PC steel material 17 provided on the upper portion 3b of the side wall 3, and shows a horizontal cross section of the upper portion 3b of the side wall 3. FIG.

In this embodiment, the circumferential PC steel material 17 is arranged in an arc shape along the outer circumference of the side wall 3 . The end of the circumferential PC steel material 17 passes through the segment 31 of the pilaster P from one side and is fixed at the fixing part 40 on the other side of the segment 31 . A fixing portion 40 for fixing the other end portion of the circumferential PC steel material 17 or the end portion of the other circumferential PC steel material 17 is also provided on the one side surface of the segment 31 of the pilaster P. In the segment 31 of P, the circumferential PC steel members 17 are intersected.

The segments 31 other than the pilasters P are provided with groove-shaped recesses 30 along the width direction of the segments 31 for accommodating the circumferential PC steel material 17 .

FIG. 5(b) shows the plane of the segment 31 at the height of the recess 30. FIG. The plane of the main body of the segment 31 is substantially trapezoidal, and the outer surface thereof is basically linear. ) are formed on the outer surface of the segment 31 body. In this embodiment, two depressions 30 are formed on both sides of the segment 31 in the width direction, but one depression 30 may be formed continuously over the entire width of the segment 31 .

FIG. 5(c) shows a vertical cross-section along line AA in FIG. 5(a). Recess 30 is concavely formed inwardly from the outer surface of segment 31 and has end surface 301 , upper surface 302 and lower surface 303 . The end surface 301 is the innermost substantially vertical surface of the recess 30, and is formed in an arc shape in a plane to constitute the arc surface (see FIG. 5(b)). An upper surface 302 and a lower surface 303 are substantially horizontal surfaces arranged above and below the recess 30, respectively.

When prestress is introduced by tensioning the circumferential PC steel material 17, the circumferential PC steel material 17 tends to be displaced in the substantially horizontal direction indicated by the arrow B so as to be tightened inward. The outer surface of the main body of the segment 31 is inclined with respect to the vertical direction, forming an inclined surface that slopes inward as it goes upward. .

5(a) to (c) are examples of the circumferential PC steel material 17 provided in the upper part 3b of the side wall 3, but the circumferential PC steel material 17 is similarly formed in the range on the ground surface of the lower part 3c of the side wall 3. Provided as an outer cable, the segment 32 is formed with a groove-like depression 30 similar to that described above. FIG. 5(d) is a view similar to FIG. 5(c) showing this recess 30, which has an end surface 301, an upper surface 302 and a lower surface 303 as before. However, the length of the upper surface 302 (the length of the side wall 3 in the radial direction) is longer than the lower surface 303, and in this respect the length of the upper surface 302 is shorter than that of the lower surface 303, which is different from the depression 30 of FIG. 5(c). 2 and 3, the illustration of these recesses 30 is omitted.

FIG. 6 is a diagram showing the circumferential PC steel material 18 provided on the lower portion 3c of the side wall 3 below the ground surface. The circumferential PC steel material 18 is passed through a sheath tube (not shown) inside the side wall 3 , and its end is fixed at a fixing part 50 on one side of the main body of the segment 32 . Further, a fixing portion 50 is also provided on the other side surface of the main body of the segment 32, and the other end portion of the circumferential PC steel material 18 or another end portion of the other circumferential PC steel material 18 is fixed. Circumferential PC steel members 18 are intersected within the segment 32 .

In the segments 32 on both sides adjacent to the segment 32, notch portions 35 in which the fixing portion 50 is arranged are provided on the inner surface of the fixing portion 50 side, and a space for tensioning the circumferential PC steel material 18 is secured. be done. After tensioning, the notch 35 is filled with a filler 36 such as concrete, and the inner surface is smoothed. If the circumferential PC steel material 18 is fixed by a projecting portion such as a pilaster, the projecting portion may hinder the agitation of the internal sewage in the digestion tank 1, but there is no such risk in this embodiment.

The above-mentioned circumferential prestressing steel material 18 is arranged as an inner cable below the ground surface. A similar inner cable is arranged for the purpose of avoiding interference, etc. (see FIG. 1).

The base concrete 5 is provided around the lower portion 3c of the side wall 3 and is formed to have a mortar-shaped concave portion that accommodates the lower portion 3c of the side wall 3 .

The bottom member 6 is a mortar-shaped member arranged below the segment 32 of the lower portion 3 c of the side wall 3 . The bottom member 6 is formed by filling a steel shell with concrete, and constitutes the bottom surface of the internal space of the side wall 3 . The inner surface of the bottom member 6 has the same slope as that of the inner surface of the bottom end of the side wall 3 and smoothly continues with the inner surface.

FIG. 7(a) is a view showing the steel shell 60, and FIG. 7(b) is a vertical sectional view showing a state in which the steel shell 60 is filled with concrete 66. As shown in FIG. The steel shell 60 is a mortar-shaped box member having a bottom plate 61 and partition plates 62 , 63 , 64 , 65 .

The bottom plate 61 is a plate material that is inclined with respect to the horizontal plane.

The partition plate 62 is a plate member provided at the lower end of each bottom plate 61 and is arranged to extend upward from the lower end. In the steel shell 60 , a plurality of partition plates 62 are arranged cylindrically along the circumferential direction of the steel shell 60 .

The partition plates 63 and 64 are plate members provided at the middle portion and upper end of the bottom plate 61 in the vertical direction, respectively, and are arranged perpendicular to the bottom plate 61 along the circumferential direction of the steel shell 60 . In the steel shell 60, a plurality of partition plates 63, 64 are annularly arranged along the circumferential direction of the steel shell 60, and the partition plate 64 is provided with a hole 641 for passing the lower end of the longitudinal PC steel material 16 through.

The partition plate 65 is a plate member arranged perpendicular to the bottom plate 61 along the vertical direction of the steel shell 60 . A plurality of partition plates 65 are radially provided in the steel shell 60 so as to cross the partition plates 62 , 63 , 64 .

As shown in FIG. 7(b), the concrete 66 is filled so as to ensure a predetermined covering with respect to the steel shell 60. As shown in FIG. When the concrete 66 is filled, a box cutout 661 is formed in the vicinity of the hole 641 (see FIG. 7(a)) of the partition plate 64 to secure a space for the main tensioning of the longitudinal prestressing steel members 16. After the main tensioning of the longitudinal PC steel material 16, the box-out portion 661 is filled with a filler 662 such as concrete.

A lid 7 is provided at the top end opening of the side wall 3 . A stirrer (not shown) is attached to the lid 7 . The steel scaffolding 8 is a working scaffolding provided around the lid body 7 .

(2. Construction method of digestion tank 1)
Next, a construction method for the digestion tank 1 will be described with reference to FIGS. 8 to 10 and the like. When constructing the digestion tank 1, first, the foundation piles 9 are placed and the ground 2 is excavated as shown in FIG. 8(a). Then, leveling concrete 13 is placed on the bottom surface of the excavated portion of the ground 2 .

After that, as shown in FIG. 8(b), a steel shell 60 is placed in the center of the bottom of the excavated portion, and the segments 32 are installed around the steel shell 60 to assemble the lower portion 3c of the side wall 3. As shown in FIG. The segment 32 is arranged with the support member 14 supporting the lower surface of the widened portion 322a. The height of the lower surface corresponds to the position of the center of gravity of the segment 32, which improves the stability against earthquakes and the like during construction of the digestion tank 1. Even after the digestion tank 1 is completed, the lower surface is supported by the base concrete 5, so that high stability can be obtained.

In this embodiment, the upper and lower small segments 321 and 322 are ground-assembled and integrated on site to form the segment 32, which is then installed. As shown in FIG. 11(a), the small segment 322 is pre-loaded with PC steel material 160 in the longitudinal direction, and the PC steel material 160 protrudes from the upper end thereof.

When the small segments 321 and 322 are ground assembled, the small segment 321 is connected to the upper surface of the small segment 322 . At this time, the protruding portion of the PC steel material 160 described above is connected to the PC steel material 160 passing through the sheath tube (not shown) of the small segment 321 using a joint 161 . These PC steel members 160 constitute the longitudinal PC steel members 16, and prestressing and fixation thereof introduces prestress in the longitudinal direction to the upper and lower small segments 321 and 322 to connect them. The small segments 321 and 322 are also glued together with an adhesive (not shown).

When installing the segment 32, the lower end of the longitudinal PC steel material 16 (see FIG. 4) protruding from the lower end of the segment 32 (small segment 322) is passed through the hole 641 of the partition plate 64 of the steel shell 60, and fixed with a dead anchor or the like. Connect to partition plate 64 . After installation of the segments 32, the bottom member 6 is formed by pouring concrete 66 onto the steel shell 60 as shown in FIG. 8(c). The steel shell 60 positions the segments 32 during installation and also functions as a reinforcing material for the bottom member 6 . At this point, the box-out portion 661 is left unfilled.

Further, as shown in the schematic diagram of FIG. 12(a), a joint material 33 is provided inside and outside the gap between the segments 32 adjacent in the circumferential direction of the side wall 3, and the gap is filled with grout 34 (hardening material). . As the joint material 33, for example, a sulfuric acid-resistant resin or the like is used. At the position of the sheath tube of the segment 32, as shown in FIG. 12(b), the opening of the sheath tube 320 exposed in the gap is inflated with gas or the like so that the grout 34 does not flow into the sheath tube. It is closed in advance by the body 70 . The bag 70 is shrunk and removed after the grout 34 is cured.

Next, main tensioning of the longitudinal PC steel members 16 of each segment 32 is performed to introduce longitudinal prestress to the lower portion 3c of the side wall 3. As shown in FIG. The box-out portion 661 is filled after the main tensioning of the longitudinal PC steel material 16 .

Moreover, as shown in FIG. 9(a), the circumferential PC steel members 17 and 18 are arranged as described above, and the tension thereof introduces circumferential prestress to the lower portion 3c of the side wall 3. As shown in FIG. The notch 35 (see FIG. 6) of the segment 32 is filled with a filler 36 such as concrete after the tensioning work of the circumferential PC steel material 18 is completed.

After that, as shown in FIG. 9(a), concrete is placed on the leveled concrete 13 to construct the pedestal concrete 5. Next, as shown in FIG. A connecting member (not shown) such as a dowel is attached to the outer surface of the segment 32, whereby the lower portion 3c of the side wall 3 and the base concrete 5 are integrated (rigidly connected). The connecting members may be attached after the segments 32 are installed, or they may be attached to the segments 32 in advance. Since the placing of the base concrete 5 is performed by placing a formwork and placing it in reverse, it is desirable to add an expansion agent or the like to the concrete in order to increase the solidity.

In addition, if necessary, a stage (not shown) is provided on the bottom member 6 inside the side wall 3, and an aerial work vehicle is operated on it to perform painting, joint processing, etc. on the inner surface of the lower part 3c of the side wall 3. I do.

Then, as shown in FIG. 9B, the excavated portion around the lower portion 3c of the side wall 3 is backfilled with backfilling soil 21, and a center tower 22 for high altitude work is installed on the bottom member 6. As shown in FIG. Remove the above stages and aerial work platforms in advance.

Next, as shown in FIG. 10(a), the segment 31 of the upper portion 3b of the side wall 3 is installed on the segment 32 of the lower portion 3c of the side wall 3 to assemble the upper portion 3b of the side wall 3. As shown in FIG. As shown in FIG. 11(b), the PC steel material 150 in the meridional direction is prepared in advance as an unbonded steel material in the segment 31, and a joint 151 is provided at the lower end of the PC steel material 150 in the vicinity of the lower surface of the segment 31. After the segment 31 is placed on the segment 32 , the longitudinal PC steel material 150 is passed through the through hole (not shown) of the widened portion 321 a of the segment 32 and connected to the joint 151 . These PC steel materials 150 constitute the longitudinal PC steel materials 15 of this embodiment. 12(a), a joint material 33 and a grout 34 are provided in the gap between the adjacent segments 31. As shown in FIG.

When the upper part 3b of the side wall 3 is assembled, the circumferential PC steel material 17 is arranged as shown in FIG. Introduce directional and meridional prestress.

If necessary, the inner surface of the upper portion 3b of the side wall 3 is painted or jointed, and the center tower 22 is removed. The digestion tank 1 is completed by attaching it and attaching the remaining necessary members.

As described above, in this embodiment, the side wall 3 of the digestion tank 1 is composed of the precast segments 31 and 32, so that when the side wall 3 is constructed, the scaffolding required in conventional construction of the digestion tank using cast-in-place concrete is eliminated. It is possible to reduce it to a minimum, and it is possible to apply insulation and anti-corrosion coating at the factory or on the ground before the segments 31, 32 are installed. Therefore, the construction of the side wall 3 is facilitated, which contributes to shortening the construction period and reducing costs. In addition, even an inexperienced worker can easily perform construction, and it is easy to ensure quality.

Furthermore, in this embodiment, the circumferential PC steel material 18 (inner cable) is arranged inside the side wall 3, and the prestress is introduced to the side wall 3 in the circumferential direction due to its tension. The segment 32 is fixed to the side surface of the main body, and the cutout portion 35 is provided on the inner surface of the adjacent segment 32 on the fixing portion 50 side. Therefore, only one notch 35 is required in the segment 32, and even if the width of the segment 32 is narrow, it can be dealt with. In addition, since the circumferential PC steel material 18 is anchored on the side surface of the main body of the segment 32, the bearing pressure at the anchoring position acts on the entire segment 32, making it possible to maximize the bearing pressure range and prevent cracks.

In addition, by filling the notch 35 with the filler 36, the inner surface of the side wall 3 can be smoothed, and work such as inner surface painting can be performed favorably. In addition, there is no risk of hindering the agitation of sewage inside the digestion tank 1 .

The notch 35 is provided at the lower portion 3c of the side wall 3 where the diameter narrows. Since the width of the segment 32 is narrow in such a place, the fixing method of the circumferential PC steel material 18 according to this embodiment is particularly effective. In this embodiment, the cutout portion 35 and the fixing portion 50 are provided only at the lower portion 3c of the side wall 3. It is also possible to apply configurations. In any case, since the width of the segment becomes narrow at the portion where the diameter of the side wall 3 narrows, the fixing method of the circumferential PC steel material 18 of this embodiment is particularly effective.

In addition, the digestion tank 1 of this embodiment has a substantially oval shape in which the intermediate portion 3a of the side wall 3 narrows toward the top end and the bottom end in a curved shape. It has advantages such as being easy. In this embodiment, since a portion of the side wall 3 of the digestion tank 1 is located below the ground surface, the inner cable is applied to the circumferential PC steel material 18 below the ground surface. It is provided in a portion of the side wall 3 below the ground surface.

However, the present invention is not limited to this. For example, the shape of the notch portion 35 is not limited to the one described above, and any shape may be used as long as the fixing portion 50 can be arranged. Also, as shown in FIG. 13, there is a case where the circumferential PC steel members 18 are arranged to intersect over two adjacent segments 32. 18 should be fixed.

Furthermore, the shapes of the segments 31 and 32 are also determined in consideration of the minimum bending radius of the circumferential PC steel materials 17 and 18, the required covering of the PC steel materials, the required strength of the segments, transportability, workability, etc., and are limited to the above. never For example, by making these segments 31 and 32 have the same shape, the segments 31 and 32 can be manufactured using one type of formwork, and the formwork cost required for manufacturing the segments 31 and 32 can be reduced.

In the present embodiment, the joint material 33 and the grout 34 made of resin or the like are provided in the gaps between the segments adjacent in the circumferential direction, and the prestress in the circumferential direction is introduced after the grout 34 hardens. It is also possible to provide an expansive water stop rubber, introduce a prestress in the circumferential direction to narrow the gap between adjacent segments, crush the water stop rubber, and then fill the grout 34. .

In this embodiment, the PC steel members 150 and 160 are connected by joints 151 and 161 to form the longitudinal PC steel members 15 and 16. may For example, when the meridional PC steel material 15 is composed of one piece of PC steel material, when the segment 31 is installed, the protruding portion of the longitudinal PC steel material 15 protruding from the lower end of the segment 31 is passed through the through hole of the widened portion 321a of the segment 32. can be placed. When the meridional PC steel material 16 is composed of one piece of prestressing steel material, when the small segments 321 and 322 are assembled, the protruding portion of the meridional prestressing steel material 16 protruding from the upper end of the small segment 322 is the sheath pipe of the small segment 321 . (not shown) to connect the upper and lower sub-segments 321, 322 by pre-tensioning and anchoring.

In addition, although an example of a PC egg-shaped digester has been described in this embodiment, the shape of the side wall 3 is not limited to an egg-shape, and may be, for example, a spherical shape. Moreover, the present embodiment is applicable not only to the digestion tank 1 but also to various storage tanks, and can also be applied to structures other than the storage tank as long as they have side walls 3 that form a closed area in plan view.

Furthermore, in the present embodiment, the lower portion 3c of the side wall 3 and the base concrete 5 are connected by a dowel or the like to provide a rigid connection, but the lower portion 3c of the side wall 3 may be in a non-rigid state with respect to the base concrete 5. . The non-rigid state means a state in which shear force and moment are not substantially transmitted between the lower portion 3c of the side wall 3 and the base concrete 5, and "substantially" means friction and adhesion of concrete. It means, except for the transmission of minute force through.

In addition, in this embodiment, the segment 32 in the lower part 3c of the side wall 3 is divided into upper and lower small segments 321 and 322, and when the segment 32 becomes large in the large-sized digestion tank 1, there are problems in terms of transportation and installation. etc. is effective. However, if there is no such problem, the segment 32 may be manufactured in one piece from the beginning. On the other hand, it is also possible to divide the segment 31 of the upper part 3b of the side wall 3 into upper and lower small segments like the segment 32. FIG.

Although the preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to such examples. It is obvious that a person skilled in the art can conceive of various modifications or modifications within the scope of the technical ideas disclosed in the present application, and these also belong to the technical scope of the present invention. Understood.

1: Digestion tank 2: Ground 3: Side wall 5: Pedestal concrete 6: Bottom member 7: Cover body 8: Steel scaffolding 9: Foundation pile 13: Leveled concrete 15, 16: Longitudinal direction PC steel material 17, 18: Circumferential direction PC steel material 30: depressions 31, 32: precast segment 33: joint material 34: grout 35: cutouts 36, 662: fillers 40, 50: fixing part 60: steel shell 66: concrete 70: bag body 301: end surface 302: Upper surface 303: Lower surfaces 321, 322: Small segments 321a, 322a: Widened portion 641: Hole 661: Boxed portion

Claims (6)

A structure constructed by arranging a plurality of precast segments in a circumferential direction and having a sidewall forming a closed area in a plane,
a circumferential prestress is induced in the sidewall by tension of a circumferential tendon passing through the interior of the sidewall;
The ends of the precast segment bodies are formed by chamfering the corners on the inner surface side of the precast segment body of the side surface of the precast segment body located on the side of the adjacent precast segment . It is fixed at a fixing portion located on an inclined surface that slopes toward the central portion in the width direction of the precast segment body as it goes to the side, and the fixing portion is attached to the inner surface of the adjacent precast segment on the fixing portion side. A notch is provided in which the
A structure, wherein the notch is provided only at one location in the adjacent precast segment. 2. The structure according to claim 1, wherein said notch is filled with a filler. 3. The structure according to claim 1, wherein the fixing portion is provided at a portion of the side wall where the diameter is narrowed. 4. The structure according to any one of claims 1 to 3, wherein the structure is a sludge digestion tank, and the middle portion of the side wall in the height direction narrows in a curved shape toward the top end and the bottom end. Structure as described. 5. The structure of claim 4, wherein a portion of said sidewall is below ground level and said anchorage is provided at a portion of said sidewall below ground level. A construction method for a structure having sidewalls forming a closed area in a plane, comprising:
constructing the sidewall by circumferentially arranging a plurality of precast segments;
introducing a circumferential prestress in the sidewall by tensioning a circumferential tendon through the interior of the sidewall;
has
The ends of the circumferential precast tendons are formed by chamfering the corners of the sides of the precast segment body facing the adjacent precast segment , on the inner surface side of the precast segment body, in the center of the closed region. It is fixed at a fixing portion located on an inclined surface that slopes toward the central portion in the width direction of the precast segment main body as it goes to the side, and the fixing portion is attached to the inner surface of the adjacent precast segment on the fixing portion side. A notch is provided in which the
The method of constructing a structure, wherein the notch is provided at only one location in the adjacent precast segment.

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