JP2009156455A - Tank and construction method of tank - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a storage tank equipped with a dike capable of constructing the dike having a perpendicular tension material on a lower part of the dike without dividing construction into an upper part and a lower part and a construction method thereof. <P>SOLUTION: A fixing part 9 of the perpendicular tension material 17 is provided on an outer surface of the dike 5, a sheath pipe 21 communicated with the fixing part 9 is buried in an inside of the dike 5, and the dike 5 is constructed to an upper end, and then, the perpendicular tension material 17 is introduced into the sheath pipe 21, and at least one end is fixed to the fixing part 9, and prestress force is introduced into the lower part of the dike 5. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

The present invention relates to a tank including a storage tank for storing a low-temperature liquid and the like, and a wall body or a liquid breakwater provided on a side portion thereof, and a construction method thereof.

In the case of a storage tank that stores low-temperature liquid, when the stored liquid leaks from the inner metal container, the liquid pressure acts on the inner surface of the liquid barrier provided outside the storage tank, and the liquid pressure is Maximum at bottom of breakwater. In order to resist the leakage pressure at the time of this liquid leakage, a tension material is arranged in the circumferential direction of the breakwater, and a prestress force is introduced in the circumferential direction of the breakwater. Since the hydraulic pressure increases toward the bottom of the breakwater, the circumferential tension material is denser or larger in capacity at the bottom of the breakwater, and the circumferential prestress increases toward the bottom of the breakwater. . During normal times when there is no liquid leakage from the storage tank, the circumferential prestress force on the breakwater creates an excessive bending moment that causes external tension in the vertical direction at the bottom of the breakwater. Depending on the body inertia force, this phenomenon will be more severe depending on the part.
In addition, when the contents are low-temperature liquid and LNG (liquefied natural gas), it is necessary to check against a hydraulic load that is twice the leakage pressure as specified in the design guidelines. A large bending moment that causes internal tension occurs (in this case, a combination with seismic force is unnecessary in consideration of the earthquake).

Conventionally, as a measure to relieve the tensile force generated on the inner and outer surfaces of the vertical direction of the breakwater due to this excessive bending moment, which is different in the direction of contents and load conditions, Tensile material is used to introduce prestressing force in the vertical direction of the breakwater. However, the amount of tension material placed in the vertical direction of the breakwater is determined by the tensile force at the bottom of the breakwater where the generated tensile force is maximized. There will be a problem that the tension material in the direction will be arranged and the cost for the construction of the breakwater will increase.

In order to solve such problems, the construction of the breakwater is divided in the vertical direction, the lower part of the breakwater with the tension material is first constructed, and after the prestressing force is introduced to the arranged tension material, the tension material After injecting grout into the sheath tube and confirming the required strength, the upper part of the liquid barrier is constructed on the lower part of the liquid barrier that was previously constructed (Patent Document 1).

In addition, the bottom of the breakwater is widened from the top of the breakwater, and the vertical tension member having the entire height of the breakwater from the upper end to the lower end is combined with a short vertical tension member at the bottom of the widened breakwater. The prestressing force is also introduced (Patent Document 2).
Japanese Patent Laid-Open No. 10-238697 Japanese Patent No. 3839448

However, in the invention based on Patent Document 1, since the construction of the breakwater is divided into a lower part and an upper part, there is a problem that the breakwater construction period becomes long and this causes an increase in cost. This is due to the fact that the prestressing force must be performed after waiting for the required strength of the cast concrete to develop, and that tension work at the middle stage of the breakwater has a significant impact on many other work interruptions. .

Further, in the invention of Patent Document 2, the cross-sectional thickness in the circumferential direction of the breakwater is increased in order to widen the bottom of the breakwater, and the prestress force in the circumferential direction (required stress degree; prestress force per unit area) ) The amount of PC steel necessary for introduction increases. Furthermore, there is a problem that the cost increases because the amount of concrete increases due to the widening of the lower part of the breakwater, and it is necessary to take measures against temperature cracks due to heat of hydration at the time of placing concrete.

The present invention has been made in view of such problems, and the object of the present invention is to dispose the tension material on the top of the breakwater that does not require a vertical tension material, or on the top of the breakwater. A low-cost and short construction breakwater that keeps the amount of tension material in the vertical direction to the minimum and does not require the construction of the breakwater to be divided into a lower part and an upper part, and does not require widening of the lower part of the breakwater. And a tank construction method.

In order to achieve the above-described object, the first invention is a tank comprising a storage tank for storing a storage, and a wall body or a liquid breakwater provided on a side portion of the storage tank, A tank characterized by providing a circumferential tension material that tensions the circumferential direction on the wall body or the liquid breakwater, and a vertical tension material that tensions the vertical direction below the wall body or the liquid breakwater. is there. Here, the term “reservoir” refers to a low-temperature liquid, a normal-temperature liquid, a high-temperature liquid, grains such as grains, and a powdery substance. Moreover, a wall body contains the side wall of a storage tank main body.

A fixing portion is provided on the outer surface of the wall body or the liquid breakwater, and the vertical tension member is provided inside the wall body or the liquid breakwater, and at least one end of the vertical tension member. The portion may be bent toward the fixing portion and fixed by the fixing portion.

A fixing portion is provided on an outer surface of the wall body or the liquid breakwater, and the vertical tension member is provided outside the wall body or the liquid breakwater, and at least one end portion of the vertical tension member. May be fixed to the fixing unit.

The fixing portion is provided inside the wall body or the liquid breakwater, and the vertical tension member is provided inside the wall body or the liquid breakwater, and at least one end portion of the vertical tension member. May be fixed to the fixing unit, and the fixing unit may be a recess provided in the wall body or the liquid barrier.

The fixing unit may be provided in a plurality of stages in the height direction of the wall body or the liquid barrier.

The fixing portion is provided at a lower portion of the wall body or the liquid breakwater, and the vertical tension member is provided inside the wall body or the liquid breakwater, and at least one end portion of the vertical tension member. May be tensioned below the excavated ground and fixed to the fixing portion.

The wall body or the liquid breakwater may have substantially the same lower thickness and upper thickness. In addition, the vertical tension member is provided with a fixing plate at one end, and the fixing plate is embedded in the vicinity of the center of the vertical height inside the wall body or the liquid barrier. The lower end of the breakwater may be bent and the other end may be fixed on the wall body or the upper portion of the breakwater. Alternatively, the tank may further include an upper vertical tension member, and the upper vertical tension. The material is provided with a fixing plate at one end, the fixing plate is embedded in the center of the vertical height inside the wall body or the liquid breakwater, and the vertical height of the wall body or the liquid breakwater. It may be bent near the center, and the other end may be fixed on the wall body or the upper part of the liquid barrier.

According to the first invention, the vertical tension member is provided below the breakwater, and the end of the vertical tension member is provided on the outer surface of the wall body or the breakwater, inside or below. Therefore, the pre-stress force introduction work to the vertical tension member can be performed after the wall body or the breakwater is completely constructed up to the upper part without interfering with other works. Therefore, the construction of the breakwater, etc. is not divided into the bottom and the top of the breakwater, etc., and there is no tension material necessary for the top of the breakwater, etc. It is possible to provide a low-cost tank with a short construction period, including a breakwater that keeps the amount of vertical tension material to the minimum necessary.

In addition, since the fixing portion is provided on the outer surface, the inside, or the lower portion of the liquid breakwater or the like, it is basically unnecessary to widen the lower portion of the liquid breakwater or the like over a certain height. Therefore, there is no increase in the axial rigidity in the circumferential direction such as the breakwater, and the amount of PC steel necessary for introducing the prestressing force in the circumferential direction does not increase. Therefore, it is possible to provide a low-cost tank without the need for countermeasures against temperature cracks caused by the increase in the temperature and the heat of hydration caused by hydration at the time of placing concrete. In addition, a fixing plate is provided at one end of the vertical tension member, embedded in the vicinity of the center of the vertical height inside the liquid barrier, etc., bent at the edge of the liquid barrier, and the other end is liquid barrier. By fixing at the upper part, a single tension material is provided in a J-shape. Stress power can be effectively applied. Furthermore, in addition to the vertical tension material that applies prestressing force to the lower side of the liquid barrier, etc., an upper vertical tension material that applies prestressing force to the upper side of the liquid barrier can also be provided in a J-shape. In addition, the upper vertical direction tension material and the vertical direction tension material, which are necessary above and below the liquid barrier, can be arranged. Here, the breakwater or the like includes a wall body such as a side wall.

The second invention includes a step of providing a wall body or a liquid breakwater having a concave portion and an end portion reaching the concave portion, a step of inserting a tension material into the sheath tube, A tank construction method comprising the steps of tensioning a tension material and fixing it in the recess, and injecting grout into the sheath tube and filling the recess.

Instead of the sheath tube, a wall body or a breakwater embedding pregrouting tendon may be provided to tension the pregrout tendon. When this method is used, the step of inserting a tendon material into the sheath tube and the step of injecting the grout into the sheath tube become unnecessary. Also, a fixing plate is provided at one end of the tendon, and instead of the step of inserting the tendon into the sheath tube, the sheath tube is provided with the wall or the liquid barrier. The tendon may be inserted in advance, and the fixing plate may be embedded in the wall body or the liquid barrier.

According to the second aspect of the invention, since the vertical tension member is provided below the breakwater or the like, it is possible to give a prestressing force in a concentrated or necessary amount only to a portion where the prestressing force in the vertical direction is necessary. In addition, since the vertical tension member does not have a bent portion or the like and is provided substantially vertically, it can reliably apply a compressive force without giving a bending moment to the liquid barrier. Etc. can be applied to the vertical direction without straining other constructions or after pre-stressing force can be introduced in the vertical direction without impeding other constructions. There is no need to divide the upper and lower levee, and since the fixing part does not protrude from the outer surface of the breakwater, etc., there is no unevenness on the outer surface of the breakwater, etc., providing a low-cost tank construction method with a short construction period be able to.

The third invention includes a step of providing a wall body or a liquid breakwater in which a sheath pipe is embedded so that an end portion penetrates a wall body or a liquid breakwater lower part, a step of excavating the ground below the sheath pipe, Inserting a tendon into the sheath tube, tensioning the tendon downward, fixing the wall or under the liquid barrier, injecting grout into the sheath tube, and grounding And a backfilling step. A tank construction method comprising:

Instead of the sheath tube, a wall body or a breakwater embedding pregrouting tendon may be provided to tension the pregrout tendon. When this method is used, the step of inserting a tendon material into the sheath tube and the step of injecting the grout into the sheath tube become unnecessary. Also, a fixing plate is provided at one end of the tendon, and instead of the step of inserting the tendon into the sheath tube, the sheath tube is provided with the wall or the liquid barrier. The tendon may be inserted in advance, and the fixing plate may be embedded in the liquid barrier.

According to the third aspect of the invention, since the vertical tension member is provided only below the liquid barrier, the prestressing force can be applied only to the portion where the vertical prestressing force is required. Since there is no bent part, etc., it is installed almost vertically, so it can reliably apply compressive force without giving a bending moment to the breakwater, etc. Since the tension material in the vertical direction can be tensioned and prestressing force can be introduced in the vertical direction without interfering with other work after or during construction, the construction of the breakwater etc. is divided into the upper and lower breakwater There is no need for this, and since the fixing part does not protrude from the outer surface of the breakwater, etc., there is no unevenness on the outer surface of the breakwater, etc. A construction method can be provided.

According to the present invention, there is no need to widen the lower part of the liquid barrier such as having the necessary minimum amount of tension material only in a part requiring prestressing force in the vertical direction such as the liquid barrier. In addition, it is possible to provide an inexpensive tank with a short construction period and a tank construction method that can be constructed at one time without separating the lower part and the upper part of a liquid breakwater or the like.

Hereinafter, embodiments of the present invention will be described in detail. FIG. 1 is an external view of a tank provided with a liquid barrier according to an embodiment of the present invention, FIG. 2 (a) shows a cross-sectional view of the tank 1, and FIG. 2 (b) shows FIG. FIG. The tank 1 is mainly composed of a storage tank 3, a breakwater 5, a foundation plate 7, and the like.

The storage tank 3 is a metal container mainly composed of an inner tank 11, an outer tank 13, and the like and has a substantially cylindrical shape. In the lower part of the storage tank 3, a slab concrete base plate 7 is provided. The foundation plate 7 is buried under the ground 15 or installed immediately above. Around the storage tank 3, a reinforced concrete breakwater 5 is provided so as to cover the upper part of the side surface of the storage tank 3. The liquid breakwater 5 has an integral structure or a connection structure with the base plate 7.

In the case of a storage tank for storing a low-temperature liquid, a cold insulating material is disposed between a metal inner tank 11 and an outer tank 13 using a low-temperature compatible steel material, and generally the hydraulic pressure with respect to the side surface of the content liquid is It is always held in the inner tank 11 and does not act on the liquid barrier 5. The breakwater 5 prevents the low temperature liquid from flowing out of the tank 1 when the liquid stored in the storage tank 3 leaks. The liquid breakwater 5 has substantially the same thickness from the top to the bottom, and has a fixing portion 9 at a predetermined height in the vertical direction.

The fixing unit 9 is provided in a shape protruding from the outer surface of the breakwater 5 at a predetermined interval at the upper part of the height range from the lower end of the breakwater where a vertical prestress force is particularly required below the breakwater 5. . The range in which the vertical prestress force in the lower part of the breakwater 5 is particularly necessary is a range in which a tensile force is generated in the vertical direction below the outer surface of the breakwater 5 due to a bending moment generated by a circumferential tension member 10 described later, or a low temperature. This is a range determined from a range in which a tensile force is generated in the vertical direction below the inner surface of the breakwater 5 due to a bending moment when twice the liquid leakage pressure is considered as a design load. The fixing unit 9 is made of reinforced concrete or steel. Although illustration is omitted, it is desirable to separately provide the minimum necessary vertical tension material even above the fixing portion 9 of the liquid barrier 5. This is because the minimum prestressing force needs to be applied even above the liquid-proofing ridge 5, considering the strength of the liquid-proofing pedestal 5. The installation form of the vertical tension material provided above the liquid barrier 5 will be described later.

Inside the breakwater 5, a circumferential tension member 19, which is a PC tension material, is disposed in the circumferential direction of the breakwater 5. The circumferential tension members 19 are arranged closer to the bottom of the liquid barrier 5. The circumferential tension member 19 is inserted into a sheath tube or the like (not shown) and fixed by a fixing unit (not shown). A prestressing force is applied in the circumferential direction of the breakwater 5 by the circumferential tension member 19.

The sheath tube 21 is embedded inside the liquid breakwater 5 at a predetermined interval in the circumferential direction of the liquid breakwater 5. An end portion of the sheath tube 21 is arranged in a substantially vertical direction at a substantially center in the wall of the breakwater 5 through the bent portion 23 from the fixing portion 9. The material of the sheath tube 21 is made of metal or resin.

During or after construction of the breakwater 5, the vertical tension member 17, which is a PC tension member, is inserted into the embedded sheath tube 21, and the vertical tension member 17 is in the X direction as shown in FIG. After being strained, the fixing portion 9 is fixed and prestressing force is introduced. A grout (not shown) is injected into the sheath tube 21.

FIG. 3A is a view showing the arrangement of the embedded vertical tension members 17 shown in FIG. The vertical tension members 17 are provided at predetermined intervals in the circumferential direction of the liquid barrier 5. The vertical tension member 17 is provided in the liquid barrier 5 in a substantially vertical direction, and one end thereof is fixed by the fixing portion 9 provided on the outer surface of the liquid barrier 5. The vertical tension member 17 is folded back at the U-shaped portion 25 of the base plate 7, and the other end is fixed to the other fixing portion 9. In this case, both ends of the vertical tension member 17 are tensioned and fixed by the fixing unit 9.

The vertical prestressing force introduced by tensioning the vertical tension member 17 causes a compressive force in the vertical direction below the breakwater 5. Moreover, since the vertical direction tension material 17 has the bending part 23 and is fixed to the fixing part 9 of the outer surface of the breakwater 5, the prestress force can be provided after construction of the breakwater 5 and therefore It is possible to construct the breakwater 5 from the bottom to the top without stopping at the middle stage.

In addition, the arrangement | positioning method of the vertical direction tension material 17 is not restricted to the above form. For example, as shown in FIG. 3 (b), one end of the vertical tension member 17 is fixed to the fixing portion 9, and the other end is fixed inside the bottom of the breakwater 5 (inside the base plate 7). May be. In this case, the vertical tension member 17 is provided in a substantially vertical direction, and the lower end does not have the U-shaped portion 25.

In order to fix the vertical tension member 17 inside the liquid barrier 5, first, the vertical tension member 17 provided with a fixing plate at one end is inserted into the sheath tube 21. The vertical tension member 17 is embedded in the liquid breakwater 5 together with the sheath tube 21. Since the tension member tip 27 is provided with a fixing plate, the fixing plate is fixed to the breakwater 5 (in the base plate 7). The other end of the vertical tension member 17 is led out of the liquid breakwater 5 from a fixing portion 9 provided on the liquid breakwater 5. After constructing the breakwater 5, the fixing portion 9 tensions and fixes the vertical tension member 17, so that a prestressing force is applied in the vertical direction between the tension material tip 27 and the fixing portion 9. . In this case, since the vertical direction tension material 17 does not have the U-shaped part 25, the tension material during the period corresponding to the U-shaped part 25 can be reduced.

Further, the form of the fixing unit 9 is not limited to the form of the tank 1. For example, FIG. 4A is a diagram showing a tank 30 provided with the protrusions of the fixing unit 9 intermittently provided on the outer surface of the liquid barrier 5 in the circumferential direction. By using the fixing unit 9 intermittently, the amount of concrete used can be reduced. Even in this case, the vertical tension members 17 may be arranged in a U shape as shown in FIG. 3A, or may be arranged in a straight line as shown in FIG.

FIG. 4B is a perspective view showing the tank 40, and FIG. 4C is a front perspective view of the tank 40. The tank 40 is provided with two fixing portions 9 in the vertical direction. One end of the vertical tension member 17 provided in the breakwater 5 is fixed to the lower fixing portion 9a, folded at the U-shaped portion 25, and the other end is fixed to the upper fixing portion 9b. The As shown in FIG. 3B, the vertical tension members 17 may be linearly arranged in the fixing portions 9a and 9b.

By providing the fixing portions 9 in a plurality of stages in the vertical direction, the vertical fixing positions of the vertical tension members 17 can be divided into a plurality of locations. For this reason, the height at which the vertical prestressing force applied below the breakwater 5 is generated does not concentrate at one place in the vertical direction of the breakwater 5. Moreover, the space | interval of the fixing part 9 adjacent to the circumferential direction of the breakwater 5 becomes wide, and the fixing operation | work of the vertical direction tension member 17 becomes easy.

According to the tank 1 according to the present embodiment, the vertical tension member 17 can be tensioned and fixed after the construction of the breakwater 5, so that the construction of the breakwater 5 is divided above and below the fixing portion 9. It can be constructed at a time, and the construction period of the breakwater 5 can be shortened. Moreover, since the vertical direction tension | tensile_strength material 17 is provided in the range in which the prestress force is especially required in the perpendicular direction, it can obtain the tank 1 which is easy to construct and low in cost.

Moreover, since the vertical direction tension material 17 is provided in the approximate center of the wall thickness of the breakwater 5, the vertical direction prestressing force applied to the breakwater 5 effectively applies a compressive force to the breakwater 5. The bending moment generated by the vertical tension member 17 can be reduced. In addition to the fixing part 9, the thickness of the breakwater 5 is almost constant, so that the concrete to be used can be reduced, and there are few occurrences of cracks and the like in the thick part and the vicinity when the concrete is placed. Reinforcement by reinforcing bar arrangement is unnecessary or less.

Next, the tank 50 according to the second embodiment will be described. In the following embodiments, the same reference numerals as those in FIGS. 1 to 3 are assigned to components that perform the same functions as those of the tank 1 shown in FIGS. Unlike the tank 1, the tank 50 according to the second embodiment is provided with a vertical tension member 17 outside the liquid barrier 5.

FIGS. 5A and 5B are external views of the tank 50 including the liquid breakwater 5 according to the second embodiment. FIG. 6A is a cross-sectional view of the tank 50, and FIG. 6B is FIG. FIG. The tank 50 is mainly composed of a storage tank 3, a breakwater 5, a foundation plate 7, and the like.

The fixing unit 9 is provided in a shape protruding from the outer surface of the breakwater 5 at a predetermined interval at the upper part of the height range from the lower end of the breakwater where a vertical prestress force is particularly required below the breakwater 5. . The range where the prestressing force in the vertical direction below the breakwater 5 is particularly necessary is a range where a tensile force is generated below the outer peripheral surface of the breakwater 5 due to a bending moment generated by a circumferential tension member 19 described later. The fixing unit 9 is made of steel, reinforced concrete, a composite structure of steel and concrete, or the like. Although illustration is omitted, it is desirable to separately provide the minimum necessary vertical tension material even above the fixing portion 9 of the liquid barrier 5.

Inside the breakwater 5, a circumferential tension member 19, which is a PC tension material, is disposed in the circumferential direction of the breakwater 5. The circumferential tension members 19 are arranged closer to the bottom of the liquid barrier 5. A prestressing force is applied in the circumferential direction of the breakwater 5 by the circumferential tension member 19.

The sheath tube 21b is provided in the fixing portion 9 in the vertical direction at predetermined intervals in the circumferential direction of the liquid barrier 5. The sheath tube 21a is provided on the foundation plate 7.

As shown in FIG. 6B, the vertical tension member 17 as a PC tension member is inserted into the embedded sheath tubes 21a and 21b during or after the construction of the breakwater 5. As shown in FIG. After being tensioned in the X direction, it is fixed to the fixing unit 9 and a prestressing force is introduced. A grout (not shown) is injected into the sheath tubes 21a and 21b.

As described above, the vertical tension member 17 may have a U-shaped portion 25 as shown in FIG. 3A, or may be provided in a straight line as shown in FIG. 3B. good. The sheath tube 21a has a shape corresponding to the U-shaped portion 25 when the vertical-direction tension material 17 has the U-shaped portion 25, and when the vertical-direction tension material 17 is provided linearly, In order to fix the tendon tip 27, it is provided vertically to the fixing part. The vertical tension member 17 exposed to the outside of the liquid breakwater 5 is protected by a rust-proof coating or an outer tube not shown. Protective concrete may be placed afterwards.

According to the tank 50 concerning 2nd Embodiment, the effect similar to the tank 1 concerning 1st Embodiment can be acquired. Further, since the vertical tension member 17 does not have the bent portion 23 and is provided in the vertical direction, the vertical tension member 17 can be easily tensioned and fixed.

Next, a tank 70 according to a third embodiment will be described. Unlike the tank 1, the tank 70 according to the third embodiment is provided with a thick part 71 below the liquid barrier 5, and the vertical tension member 17 is provided on the thick part 71 of the liquid barrier 5.

FIG. 7A is a view showing the tank 70, and FIG. 7B is an enlarged view of a portion C in FIG. 7A. A thick portion 71 is provided below the liquid barrier 5 of the tank 70. The thick portion 71 is provided by integrating the protrusions of the fixing portion 9 on the outer surface of the liquid barrier 5 up to the base plate 7.

As described above, the vertical tension member 17 may have a U-shaped portion 25 as shown in FIG. 3A, and is provided in a straight line as shown in FIG. 3B. May be.

  According to the tank 70 concerning 3rd Embodiment, the effect similar to the tank 1 concerning 1st Embodiment can be acquired. Moreover, since the vertical direction tension material 17 does not have the bending part 23 and is provided in the vertical direction, tension and fixing work are easy. Further, unlike the tank 50, the vertical tension member 17 is not exposed to the outside. Furthermore, if the vertical direction tension member 17 is set to substantially the center of the wall thickness in the thick portion 71 of the liquid barrier 5, there is no eccentricity, and the prestressing force applied by the vertical direction tension member 17 causes the No bending moment is generated at the bottom.

Next, a fourth embodiment will be described. FIG. 8 is a view showing a tank 80 according to the fourth embodiment. FIG. 8A shows a cross-sectional view of the tank 80, and FIGS. 8B and 8C show FIG. FIG. The tank 80 is mainly composed of the storage tank 3, the breakwater 5, the base plate 7, and the like.

A liquid bank 5 is provided around the storage tank 3. The thickness of the breakwater 5 is substantially the same from the upper part to the lower end, and is integrated with the base plate 7. A recess 81 is provided at a predetermined height in the vertical direction of the breakwater 5. The recess 81 is provided from the outside of the liquid barrier 5, and the recess 81 functions as the fixing unit 9.

The fixing unit 9 is provided in the upper part of the height range from the lower end of the breakwater where a prestressing force in the vertical direction of the breakwater 5 is necessary. That is, the recessed part 81 is provided in the upper part of the height range from the lower end of a breakwater where the vertical prestress force of the breakwater 5 is especially required. Although illustration is omitted, it is desirable to separately provide the minimum necessary vertical tension material even above the fixing portion 9 of the liquid barrier 5.

Here, the recess 81 is not limited to the form shown in FIG. 8, and may be a hole penetrating the liquid barrier 5. In this case, the outer tank 13 of the storage tank 5 is exposed in the recess 81 provided in the liquid barrier 5.

A circumferential tension member 19 is arranged inside the breakwater 5, and the circumferential tension member 19 is arranged closer to the bottom of the breakwater 5. The circumferential tension member is also fixed by a fixing unit (not shown), and a prestressing force is applied in the circumferential direction of the liquid barrier 5.

The sheath tube 21 is arranged in the vertical direction from the fixing portion 9 at a substantially center in the wall of the liquid barrier 5 at predetermined intervals in the circumferential direction of the liquid barrier 5.

During or after construction of the breakwater 5, the vertical tension member 17 is inserted into the buried sheath tube 21, and the vertical tension member 17 is tensioned in the X direction as shown in FIG. Thereafter, the end portion of the vertical tension member 17 is fixed to the fixing portion 9, and a prestressing force as a compressive force is introduced to the lower part of the breakwater 5. A grout (not shown) is injected into the sheath tube 21 after the vertical tension material is fixed.

After the vertical tension member 17 is fixed, the fixing portion 9 is backfilled with concrete 83 as shown in FIG.

  The arrangement of the vertical tension members 17 may be U-shaped, and both ends of the vertical tension members 17 may be fixed by the fixing unit 9, or one end of the vertical tension members 17 may be connected to the fixing unit 9. The other end may be fixed inside the liquid barrier 5. Further, by combining the configurations of FIGS. 2 and 8, the protruding portion of the fixing unit 9 of FIG. 2 can be made smaller, and it becomes possible to make it more compact.

  According to the tank 80 according to the fourth embodiment, the same effect as that of the tank 1 according to the first embodiment can be obtained. Moreover, since the vertical direction tension material 17 does not have the bending part 23 and is provided in the vertical direction, tension and fixing work are easy. Further, unlike the tank 50, the vertical tension member 17 is not exposed to the outside.

Further, since the vertical tension member 17 is provided at substantially the center of the wall thickness of the liquid barrier 5, there is no eccentricity, and the bending moment is applied to the lower part of the liquid barrier 5 by the prestressing force applied by the vertical tension member 17. Will not occur. Further, since the fixing unit 9 is provided inside the liquid breakwater 5, the outer surface of the liquid breakwater 5 does not have a protruding shape.

Next, a fifth embodiment will be described. FIG. 9 is an external view of a tank 90 according to the fifth embodiment. FIG. 9A is a cross-sectional view of the tank 90, and FIG. 9B and FIG. FIG. The tank 90 is mainly composed of the storage tank 3, the breakwater 5, the base plate 7, and the like.

A liquid bank 5 is provided around the storage tank 3. The thickness of the breakwater 5 is substantially the same from the upper part to the lower end, and is integrated with the base plate 7. A fixing unit 9 is provided on the lower surface of the base plate 7.

A circumferential tension member 19 is arranged inside the breakwater 5, and the circumferential tension member 19 is arranged closer to the bottom of the breakwater 5. The circumferential tension member is also fixed by a fixing unit (not shown), and a prestressing force is applied in the circumferential direction of the liquid barrier 5. A sheath tube 21 is embedded at a predetermined interval in the circumferential direction of the liquid barrier 5 from the fixing portion 9 to the upper portion of the liquid barrier 5 where the vertical prestress force is required.

After construction of the breakwater 5, the ground 15 around the fixing portion 9 of the foundation plate 7 is excavated, and an excavation hole 91 is provided. The vertical tension member 17 is inserted into the sheath tube 21 embedded in the liquid barrier 5 and the vertical tension member 17 is tensioned in the X direction as shown in FIG. Then, a prestressing force as a compressive force is introduced to the lower part of the breakwater 5. Note that a grout (not shown) is injected into the sheath tube 21 after the vertical tension material is introduced and fixed.

After the vertical tension member 17 is fixed to the fixing portion 9, the excavation hole 91 is backfilled as shown in FIG.

FIG. 10A is a perspective view of the vertical tension member 17 of the tank 90. One end of the vertical tension member 17 is fixed by the fixing unit 9 to form a U-shaped portion 25 upward, and the other end is fixed to the other fixing unit 9.

As shown in FIG. 10 (b), the vertical tension member 17 is arranged in such a manner that one end of the vertical tension member 17 is fixed to the fixing unit 9 and the other end is fixed inside the liquid barrier 5. It may be fixed with. In this case, the vertical tendon 17 is provided in a substantially vertical direction and does not have the U-shaped portion 25. In this case, a tension material in which a fixing plate is attached to the tension material tip 27 in advance is embedded.

In order to fix the vertical tension member 17 inside the liquid barrier 5, first, the vertical tension member 17 provided with a fixing plate at one end is inserted into the sheath tube 21. The vertical tension member 17 is embedded in the liquid breakwater 5 together with the sheath tube 21. Since the tension member tip 27 is provided with a fixing plate, the fixing plate is fixed to the breakwater 5 (base plate 7). The other end of the vertical tension member 17 is led out of the liquid breakwater 5 from a fixing portion 9 provided on the liquid breakwater 5. After constructing the breakwater 5, the fixing portion 9 fixes the vertical tension member 17 by tensioning downward, thereby applying a prestressing force in the vertical direction between the tension material tip 27 and the fixing portion 9. Is done. In this case, since the vertical direction tension material 17 does not have the U-shaped part 25, the tension material during the period corresponding to the U-shaped part 25 can be reduced.

Further, the form of the fixing unit 9 is not limited to the form of the tank 90. The fixing unit 9 may be provided on the side surface of the base plate 7. FIG. 11A and FIG. 11B are diagrams showing a construction method when the fixing unit 9 is provided on the side surface of the base plate 7.

After construction of the breakwater 5, the ground 15 around the fixing unit 9 is excavated and an excavation hole 91 is provided. The vertical tension member 17 is inserted into the sheath tube 21 embedded in the liquid barrier 5 and the vertical tension member 17 is tensioned in the X direction as shown in FIG. Then, a prestressing force as a compressive force is introduced to the lower part of the breakwater 5. Note that a grout (not shown) is injected into the sheath tube 21 after the vertical tension material is introduced and fixed.

After the vertical tension member 17 is fixed to the fixing portion 9, the excavation hole 91 is backfilled as shown in FIG. In this way, if the fixing portion 9 is provided on the side surface of the base plate 7, only the periphery of the side surface of the base plate 7 has to be excavated, and excavation and the work of inserting, tensioning and fixing the vertical tension member 17 into the sheath tube are performed. It becomes easy.

Further, as shown in FIG. 11 (c), the upper portion of the fixing portion 9 provided on the side surface of the base plate 17 is widened only by a necessary minimum part by an outer haunch or the like, thereby bending the fixing portion of the vertical tension member 17. 23 becomes large, and the work of inserting and fixing the vertical tension member 17 into the sheath becomes easier. Loss in the length direction of tension due to friction between the sheath tube 21 and the vertical tension member 17 due to the bending work by increasing the radius of bending (decreasing amount of introduction force in the direction from the tension end toward the U-shaped portion) Becomes smaller.
In addition to this, as a method of increasing the bending radius of the vertical tension member 17 without providing an outer haunch or the like, it is possible to have a certain degree of angle without performing the bending along the radial direction from the center of the storage tank plane. It becomes.

  According to the tank 90 according to the fifth embodiment, the same effect as that of the tank 1 according to the first embodiment can be obtained. Moreover, if the vertical direction tension material 17 does not have the bending part 23, the tension | tensile_strength and fixing operation | work of the vertical direction tension material 17 are easy.

In addition, since the vertical tension member 17 is provided at approximately the center of the wall thickness of the liquid barrier 5, there is no eccentricity, and a bending moment is applied to the lower part of the liquid barrier 5 by the prestressing force applied by the vertical tension member 17. Will not occur. Further, since the fixing unit 9 is provided inside the liquid breakwater 5, the outer surface of the liquid breakwater 5 does not have a protruding shape.

Furthermore, since the fixing part 9 is provided on the base plate 7 below the breakwater 9, it is not necessary to separately provide the fixing part 9 on the breakwater 5. In addition, workability is good because tension and fixing work can be performed in a low place.

Next, a method for applying a prestressing force above the breakwater 5 will be described. FIG. 12 is a diagram illustrating an arrangement example of the vertical tension members that apply the prestressing force above the breakwater 5.

As shown in FIG. 12A, the tank 100 is provided with a vertical tension material 101. The vertical tension material 101 is inserted into a sheath tube (not shown) and embedded in the liquid barrier 5. A fixing plate (not shown) is provided at one end portion (tension material tip 103) of the vertical tension member 101 and is embedded in the vicinity of the center in the vertical direction inside the liquid barrier 5.

A portion of the vertical tension material 101 that extends downward from the tension material tip 103 is a downward tension part 108, and a prestressing force can be applied below the breakwater 5. The vertical tension material 101 is bent by the U-shaped portion 105 in the base plate 7 and again moves upward. The end of the vertical tension member 101 is fixed at the upper part of the liquid barrier 5. A portion between the U-shaped portion 105 of the vertical tension member 101 and the upper fixing portion is an upper tension portion, which applies a prestressing force to the upper side (including the lower side) of the liquid barrier 5. That is, the vertical tension material 101 is arranged in a J shape.

Note that if the fixing portion 9 is provided in the vicinity of the tension material tip 103, the lower tension portion 108 can also function as the above-described vertical tension material 17. Moreover, the direction of the U-shaped part 105 can be made alternate and the adjacent vertical direction tension material 101 can also be wrapped together.

Further, as shown in FIG. 12 (b), the above-mentioned J-shaped vertical tension member 101 is not disposed up to the lower part of the breakwater 5, and a U-shape is formed near the vertical height center of the breakwater 5. It is also possible to bend the vertical tension member 101 near the center of the height in the breakwater 5 by providing the portion 105.

In this case, the vertical tension member 101 applies a prestressing force only above the breakwater 5, and the prestressing force below the breakwater 5 needs to be provided with the above-described vertical tension member 17 separately. There is. In this case, it is desirable to partially wrap the upper end (fixing portion 9) of the vertical tension member 17 and the lower end (U-shaped portion 105) of the vertical tension member 101 at the vertical height of the breakwater 5. . This is because the prestress force to the breakwater 5 is continuously applied in the vertical direction.

In addition, the arrangement | positioning of the vertical direction tension material above the breakwater 5 is the vertical direction tension material which does not have the U-shaped part 105 which can provide the prestress force required above the breakwater 5. Further, it can be separately arranged in a substantially vertical direction from above the liquid breakwater 5 to the lower part or center of the liquid breakwater. Moreover, the vertical direction tension material 101 can be made into 2 to 4 times the installation pitch of the vertical direction tension material 17, and can be set according to an intensity | strength requirement.

As described above, in addition to the vertical direction tension member 17 that applies the prestress force to the lower side of the breakwater 5 or by partially replacing the vertical direction tension member 101 having the upper tension portion 109, The necessary minimum prestressing force can also be applied above the breakwater 5.

As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

For example, instead of the sheath tube 21, a pre-grouting tendon may be embedded in the breakwater 5 and the pregrouting tendon may be tensioned after the breakwater 5 is constructed. In this case, at the time of construction of the breakwater 5, a pre-grouting tendon material is buried, and an end portion is led out to the fixing portion 9. Good. According to the pre-grout tendon, it is not necessary to insert the tendon into the sheath tube, and it is not necessary to fill the sheath tube 21 with the grout.

In addition, as described above, the vertical tension member 17 is provided at substantially the center of the wall thickness of the liquid barrier 5, so there is no eccentricity, and the pre-stress force applied by the vertical tension member 17 causes Although it is clearly stated that no bending moment is generated, the vertical tension member 17 is intentionally or entirely deliberately generated to generate an eccentric bending moment in a direction that resists an arbitrary design load as necessary. It is also possible to install eccentrically by moving to the outside or inside of the wall thickness.

Various embodiments can also be combined. For example, a predetermined amount of the vertical tendon 101 provided in the tank 100 shown in FIG. 12A is added to or replaced with the vertical tendon 17 provided in the tank 1 shown in FIG. Can also be arranged. Moreover, it can replace with the liquid-proof bank 5 and can implement similarly to wall bodies, such as a side wall of a tank, and can acquire the same effect.

The external view of the tank which comprises the liquid-breakwater concerning embodiment of this invention. (A) is sectional drawing of the tank 1, (b) is detail drawing of the cross-sectional part of the liquid-breakwater of the tank 1. FIG. FIG. 3 is a layout diagram of the tendon of FIG. 2. The figure which provided the processus | protrusion of the fixing part of FIG. 2 intermittently in the circumferential direction of a liquid barrier. The figure which provided the protrusion of the fixing part of FIG. 2 continuously in the circumferential direction of a liquid barrier in two steps. FIG. 3 is an arrangement diagram of a tension member when protrusions of the fixing unit in FIG. 2 are continuously provided in two steps in the circumferential direction of the liquid barrier. The external view of the tank which provided the fixing | fixed part on the outer surface of a breakwater. (A) is sectional drawing of the tank which provided the fixing | fixed part in the outer surface of a breakwater, (b) is a detailed drawing of the sectional part of a breakwater. (A) is sectional drawing of the tank 70 which has the thick part 71, (b) is detail drawing of the cross-sectional part of a breakwater. (A) is a cross-sectional view of a tank in which a fixing portion is provided inside the liquid breakwater, (b) is a detailed view of a cross-sectional portion of the liquid breakwater in (a), and (c) is a state in which the recess is backfilled. FIG. (A) is a cross-sectional view of a tank in which a fixing portion is provided on the lower surface of the base plate at the lower end of the breakwater, (b) is a detailed view of a cross-section of the breakwater in FIG. 9 (a), and (c). FIG. 4 is a detailed view of a cross-sectional portion in which the excavation hole in the fixing portion of the breakwater is backfilled. FIG. 10 is a layout diagram of the tendon of FIG. 9. The detailed drawing of the cross section of the liquid breakwater which provided the fixing | fixed part in the side surface of the base plate of the lower end of a liquid breakwater. FIG. 3 is a detailed cross-sectional view of a breakwater in which a fixing portion is refilled in a drilling hole of a breakwater provided on a side surface of a foundation plate at the lower end of the breakwater. FIG. 3 is a detailed cross-sectional view of a breakwater in which a fixing portion is refilled in a drilling hole of a breakwater provided on a side surface of a foundation plate at the lower end of the breakwater. The figure which shows the example of installation of the vertical direction tension material provided above a breakwater.

Explanation of symbols

1, 30, 40, 50, 60, 80, 90, 100, 110 ......... Tank 3 ......... Reservoir 5 ... ... Breakwater 7 ... ... Base plate 9, 9a, 9b ......... Fixing part DESCRIPTION OF SYMBOLS 11 ... Inner tank 13 ... Outer tank 15 ... Ground 17 ... Vertical direction tension material 19 ... Circumferential direction tension material 21, 21a, 21b ... Sheath pipe 23 ... Bending part 25 ... U-shaped part 81 ... ... concave part 83 ... concrete 91 ... excavation hole 101 ... vertical tension material 103 ... tension material tip 105 ... U-shaped part 107 ... fixing part 108 ... lower tension part 109 ... upper tension part

Claims (14)

A storage tank for storing the storage,
A wall or a liquid breakwater provided on the side of the storage tank;
A tank comprising:
A circumferential tension material that tensions the circumferential direction is provided on the breakwater,
A vertical direction tension material for tensioning the vertical direction is provided below the liquid barrier. A fixing portion is provided on the outer surface of the wall body or the liquid breakwater,
The vertical tension material is provided inside the wall body or the liquid breakwater,
2. The tank according to claim 1, wherein at least one end portion of the vertical tension member is bent toward the fixing portion and fixed by the fixing portion. A fixing portion is provided on the outer surface of the wall body or the liquid breakwater,
The vertical tension material is provided on the outside of the wall body or the breakwater,
The tank according to claim 1, wherein at least one end portion of the vertical tension member is fixed to the fixing portion. The fixing unit is provided inside the wall body or the liquid barrier,
The vertical tension material is provided inside the wall body or the breakwater,
The tank according to claim 1, wherein at least one end portion of the vertical tension member is fixed to the fixing portion. The tank according to claim 4, wherein the fixing unit is a recess provided in the wall body or the liquid barrier. The tank according to any one of claims 2 to 5, wherein the fixing unit is provided in a plurality of stages in a height direction of the wall body or the liquid breakwater. The fixing portion is provided at a lower portion of the wall body or the liquid barrier.
The vertical tension material is provided inside the wall body or the liquid breakwater,
2. The tank according to claim 1, wherein at least one end portion of the vertical tension member is tensioned downward below the excavated ground and is fixed to the fixing portion. The tank according to any one of claims 1 to 7, wherein the wall body or the breakwater has substantially the same lower thickness and upper thickness. The vertical tension material is:
A fixing plate is provided at one end, and the fixing plate is embedded in the vicinity of the center in the vertical height inside the wall body or the breakwater,
Bent at the lower part of the wall body or the dike,
The tank according to claim 1, wherein the other end is fixed on the wall body or the upper part of the liquid barrier. The tank further comprises an upper vertical tendon,
The upper vertical tendon is
A fixing plate is provided at one end, and the fixing plate is embedded in the center in the vertical height inside the wall body or the breakwater,
Bent near the vertical height center of the wall or the breakwater,
The tank according to any one of claims 1 to 8, wherein the other end is fixed on the wall body or the upper part of the liquid barrier. A step of providing a wall body or a liquid breakwater having a concave portion and having a sheath tube embedded so that the end portion reaches the concave portion;
Inserting a tendon into the sheath tube;
Tensioning the tendon and fixing it in the recess;
Injecting grout into the sheath tube and filling the recess;
The construction method of the tank characterized by comprising. Providing a wall or a breakwater with a sheath pipe embedded so that the end portion penetrates the wall or the breakwater lower part;
Excavating the ground below the sheath tube;
Inserting a tendon into the sheath tube;
Tensioning the tendon downward and fixing to the wall or the lower part of the liquid barrier;
Injecting grout into the sheath tube;
Backfilling the ground;
The construction method of the tank characterized by comprising. Instead of the sheath tube, a wall or a breakwater embedded with a pre-grouting tendon is provided,
The tank construction method according to claim 11 or 12, wherein the pre-grouting tendon is tensioned. A fixing plate is provided at one end of the tendon,
Instead of the step of inserting the tendon into the sheath tube, the tendon is inserted into the sheath tube in advance when the wall or the liquid barrier is provided, and the fixing plate is inserted into the wall or the barrier. The tank construction method according to claim 11 or 12, wherein the tank is embedded in a liquid bank.

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