JP6153054B2 - PC tank and its construction method - Google Patents

Description

  The present invention relates to a PC tank, particularly a PCLNG tank for storing liquefied natural gas, and a method for constructing the same.

  In storing liquefied natural gas (hereinafter referred to as LNG), recently, from the viewpoint of effective use of the site and increase in capacity, a metal double-shell LNG tank consisting of an outer tank and an inner tank and a protection installed around it. A PCLNG tank is used in which the liquid bank is integrated and the liquid barrier is made of prestressed concrete (hereinafter, PC) to ensure liquid tightness.

  A levee made of prestressed concrete (hereinafter referred to as a PC levee) introduces compressive force into the concrete through PC steel inserted along the circumferential direction and the vertical direction. Even if it leaks from the LNG tank, it can be kept in the facility.

  Such a PC breakwater is made by placing concrete in the field with the sheath pipe buried, and after the required strength is developed in the concrete, the PC steel material inserted through the sheath pipe is tensioned to compress the concrete. It has been done in the procedure of introducing.

JP 61-81979 A JP 2002-308377 A JP 2006-291582 A JP 2011-122389 A

  On the other hand, from the viewpoint of shortening the construction period due to the enlargement of the PCLNG tank, recently, it has been proposed to use precast concrete instead of on-site concrete. It is expected that the construction period can be shortened.

  However, when constructing a PCLNG tank with precast concrete members, it cannot always be said that a technique capable of ensuring high liquid-tightness at a contact portion between the precast concrete members has been established. Does not exist.

  In this way, the adoption of the precast method is being considered for the construction of the PCLNG tank, but as the scale increases, it becomes difficult to satisfy both the demand for shortening the construction period and ensuring the liquid-tightness of the LNG. The current situation is that the conventional construction method using cast concrete is forced to be adopted.

  The present invention has been made in consideration of the above-mentioned circumstances, and provides a PC tank capable of shortening the construction period compared with on-site concrete while securing the liquid tightness of LNG, and a method for constructing the same. Objective.

In order to achieve the above object, the PC tank according to the present invention surrounds the tank body along the outer periphery of the tank body, the base plate on which the tank body is placed, and the base plate, as described in claim 1. PC tank composed of PC breakwater (breakwater made of prestressed concrete)
The outer peripheral portion of the foundation plate is constituted by a precast annular portion in which a plurality of precast segments arranged in an annular shape are integrated with each other by a PC steel material inserted through them, and the PC is placed on the precast annular portion. By constructing the breakwater with in-situ concrete, and by constructing the inner region of the foundation plate with the in-situ concrete inside the precast annular part excluding the outer peripheral part , among the foundation plate and the PC liquid bank, The range to be precast is limited to the outer periphery of the base plate .

  The PC tank according to the present invention includes a segment main body formed so that the precast segment has substantially the same thickness as a plate thickness at a peripheral edge of the inner region, and an upper surface of the segment main body. It is comprised by the wall-shaped junction part extended so that it may be set up so that it may become the same thickness as the wall thickness of this PC liquid barrier.

  Further, the PC tank according to the present invention is configured such that the wall-shaped joint portion has a circumferential length shorter than a circumferential length of the segment body, so that two of the precast segments adjacent to each other are adjacent to each other. The wall-shaped joints of the two precast segments are spaced apart from each other along the circumferential direction, and in-situ concrete is filled and arranged as a part of the PC liquid barrier in a spacing space extending between the wall-shaped joints. is there.

Further, the construction method of the PC tank according to the present invention is as described in claim 4 so as to surround the tank body along the outer periphery of the tank body, the base plate on which the tank body is placed, and the base plate. In a method of constructing a PC tank composed of a standing PC breakwater (a breakwater made of prestressed concrete) ,
Pile piles along the standing position of the PC breakwater,
A plurality of precast segments are arranged in an annular shape on the pile, and a precast ring that becomes an outer peripheral portion of the foundation plate is formed by tensioning a PC steel material inserted through them and integrating the plurality of precast segments with each other. Part
Wherein said PC liquid-proof crest on the precast annular portion as well as consists of poured concrete, by forming the inner region of the foundation plate other than the outer peripheral portion on the inner side of the precast annular portion with poured concrete, the Of the basic plate and the PC liquid barrier, the precast range is limited to the outer peripheral portion of the basic plate .

  In the PC tank and the construction method thereof according to the present invention, in constructing the foundation plate and the PC liquid breakwater standing along the circumference of the foundation plate, the outer periphery of the foundation plate is annularly arranged. A plurality of precast segments are composed of a precast annular portion integrated with each other by a PC steel material inserted into them, and a PC breakwater is formed on the precast annular portion with cast-in-place concrete. The inner area of the foundation plate, excluding the outer periphery, is made of cast concrete.

  In this way, since the outer periphery of the foundation plate, which is critical in the process of constructing the PC breakwater, is composed of the precast annular portion, it is possible to start construction of the PC breakwater early. Become.

  That is, among the sheath pipes for inserting the PC steel material, a circumferential sheath pipe is embedded in the outer peripheral portion of the conventional base plate in the same manner as the PC liquid barrier, and along the vertical direction so as to be adjacent to each other. In addition, it is necessary to embed a U-shaped sheath tube connected to a set of two sheath tubes embedded in the PC breakwater, and when the PC tank is a PCLNG tank, an anchor, a bottom heater tube, etc. Therefore, as the scale of the PC tank increases, it takes time to construct the outer periphery of the foundation plate.

  However, if a plurality of precast segments are arranged in a ring and the plurality of precast segments are integrated with each other using PC steel, a precast ring is formed, and the precast ring is used as the outer periphery of the base plate. Since the precast segment can be manufactured in advance in a form in which the above-mentioned various attached facilities including the sheath tube are embedded, the work required at the site is greatly reduced.

  On the other hand, of the base plate and PC breakwater, the range to be precast is only the part where the base plate and PC breakwater are engaged, that is, the outer periphery of the base plate, as described above. It is possible to minimize the number of places where countermeasures are required, and thus it is possible to shorten the construction period compared to the cast-in-place concrete while ensuring the liquid tightness of LNG and other stored liquids.

  In the PC tank and its construction method according to the present invention, on the premise that the compressive force is preliminarily introduced into the PC breakwater as a prestress, it is arranged along the circumferential direction and the vertical direction as needed. The pre-stress is appropriately introduced by the PC steel material made, and the pre-stress introduction necessary for the PC tank and the tension of the PC steel material necessary for integrating the precast segment are inherently different, Regarding the circumferential direction, the same PC steel material can be used in combination.

  The precast segment can be arbitrarily configured. For example, the precast segment is composed of a curved member having a rectangular cross section in which the plate thickness at the periphery of the inner region constituting the base plate is high and the wall thickness of the PC liquid barrier is used as the width. It is also possible, but a segment main body formed so as to have substantially the same thickness as the plate thickness at the periphery of the inner region constituting the base plate, and a PC liquid barrier is erected on the upper surface of the segment main body If the wall joint is formed so as to be approximately the same as the wall thickness of the PC liquid barrier, the width of the wall joint is made smaller than the width of the segment body. By making the rigidity of the wall-shaped joint part smaller than the rigidity of the segment body, when the cast-in-place concrete that constitutes the PC liquid barrier is placed, the wall-shaped joint part deforms following the temperature stress, In other words, temperature response The expansion and contraction of the poured concrete it is possible to wall joint portion is configured so that it does not restrain, thus it is possible to prevent the cracks caused by temperature stress in PC dikes caused by.

  Here, when viewed from the tank body installation side, among the vertical joints formed by the contact of the precast segments, the vertical joints of the segment bodies are covered with the inner region of the base plate and are not exposed. Since the vertical joints of the joints are only slightly exposed, some measures are sufficient to secure the liquid tightness necessary for the vertical joints between the precast segments. Note that joints between the precast segment and the PC liquid breakwater or the inner area of the foundation slab are jointed by cast-in-place concrete, so no joint where liquid tightness is a problem is formed.

  The wall-shaped joint may have the same circumferential length as the segment body, but the circumferential length is shorter than the segment body circumferential length. Then, of the precast segments, the wall joints of two precast segments adjacent to each other are separated from each other along the circumferential direction, and one of the PC liquid breakwaters is provided in a separation space extending between the wall joints. If it is configured to fill and place in-situ concrete as a part, because the vertical joint itself of the wall-like joint is not formed, coupled with the fact that the vertical joint between the segment bodies is covered with the base plate and not exposed, On the installation side of the tank body, there will be no vertical joints due to the contact between the precast segments, thus preventing the precast segments from contacting each other. Tightness measures in the vertical joints occurring I is further reduced or becomes unnecessary.

The vertical sectional view showing the PC tank concerning this embodiment. The horizontal sectional view which follows the AA line of the PC tank concerning this embodiment. It is detail drawing of the PC tank which concerns on this embodiment, (a) is a vertical sectional view of a precast segment, (b) is an arrow line view seen from the BB line direction. The perspective view which showed the contact condition of the precast segments. The perspective view which showed the contact condition of the precast segments which concern on a modification.

  Embodiments of a PC tank and its construction method according to the present invention will be described below with reference to the accompanying drawings.

  FIG. 1 is a vertical sectional view showing a PC tank according to the present embodiment. As can be seen from the figure, the PC tank 1 according to the present embodiment is applied to a PCLNG tank, and includes a tank body 4 for storing LNG comprising an outer tank 2 and an inner tank 3, and the tank body. Is mounted on the base plate 5 and the PC liquid barrier 6 standing upright so as to surround the tank body 4 along the outer periphery of the base plate.

  Here, the outer peripheral portion of the base plate 5 is composed of a precast annular portion 7, and a PC liquid breakwater 6 is erected on the precast annular portion with cast-in-place concrete, and the precast annular portion 7 On the inner side, the inner region 8 of the foundation slab 5 excluding the outer peripheral portion is made of cast-in-place concrete.

  As can be seen in FIG. 2, the precast annular portion 7 is configured by arranging a plurality of precast segments 21 in an annular shape. In the present embodiment, the number of divisions along the circumferential direction of the precast annular portion 7, in other words, the number of connections of the precast segments 21 is 16 for convenience of explanation in the present embodiment. What is necessary is just to determine suitably according to a scale, for example, it is possible to set in the range of 4-32.

  When the precast segments 21 are connected in a row along the circumferential direction, the continuous inner surface forms a cylindrical inner surface and the continuous outer surface forms a cylindrical outer surface based on the inner diameter and outer diameter of the precast annular portion 7. It is formed.

  FIG. 3 shows the precast segment 21 in detail. As can be seen from the figure, the precast segment 21 includes a segment main body 22 formed to have a thickness substantially equal to the thickness of the peripheral edge of the inner region 8 constituting the base plate 5, and an upper surface of the segment main body. The wall is formed by a wall-like joint portion 23 that extends to the side where the PC liquid breakwater 6 is erected and is formed to have a thickness substantially equal to the wall thickness of the PC liquid breakwater.

  In the precast segment 21, a U-shaped sheath tube 32 connected to a pair of sheath tubes 34, 34 embedded in the vertical direction so as to be adjacent to each other on the PC liquid barrier 6 is embedded. In addition, a circumferential sheath tube 31 is embedded in the segment main body 22 in a plurality of stages (four stages in the figure), and a circumferential sheath tube 33 is embedded in the wall-like joint portion 23. The U-shaped sheath tube 32 is arranged in a number corresponding to the number of the sheath tubes 34, 34. In this embodiment, for convenience of explanation, one U-shaped sheath tube 32 is arranged for each precast segment 21. did.

  The wall-like joint portion 23 is configured such that its circumferential length is shorter than the circumferential length of the segment body 22, so that each of the wall-like joint portions 23, 23 of the two precast segments 21, 21 adjacent to each other. Are spaced apart from each other along the circumferential direction, and in-situ concrete is filled and disposed as a part of the PC liquid barrier 6 in a spacing space extending between the wall-like joints.

  In the PC tank 1 according to the present embodiment, a plurality of such precast segments 21 are arranged in an annular shape, and they are integrated with each other using a circumferential PC steel material 37 inserted through the sheath tube 31. The circumferential prestress necessary for the PC tank is introduced as a compressive force into the precast annular portion 7 and its peripheral portion via the PC steel material 37 and the circumferential PC steel material 38 inserted through the sheath tube 33. It is.

  The PC steel material 37 is arranged in a plurality of stages as described above, and as a whole, it plays both the role of integrating the precast segments 21 and the role of introducing normal prestress. , Each may share both roles, or to share the roles individually, for example, to play a role of integrating each other according to the embedded height position and to introduce normal prestress It does not matter if it is divided into things.

  For the PC breakwater 6, prestress necessary for the PC tank is used, the PC steel material (not shown) similar to the PC steel materials 37 and 38 is used in the circumferential direction, and the sheath tubes 34 and 34 and What is necessary is just to introduce | transduce as compressive force similarly to the past, respectively using the PC steel material 36 of the perpendicular direction penetrated by the sheath pipe | tube 32. FIG.

  In order to construct the PC tank 1 according to the present embodiment, first, a pile 35 (FIG. 3 (a)) is driven along the standing position of the PC breakwater 6, and then precast on the pile. A plurality of segments 21 are arranged in a ring shape.

  Next, by pretensioning the PC steel material 37 inserted in the circumferential direction, the precast segments 21 are integrated with each other to construct the precast annular portion 7 that becomes the outer peripheral portion of the base plate 5.

  Next, the PC breakwater 6 is reinforced concrete body on the precast annular portion 7 while filling the space between the wall-like joints 23, 23 with the cast-in-place concrete to form a part of the PC breakwater 6. On the other hand, the inner region 8 of the foundation plate 5 excluding the outer peripheral portion described above is similarly constructed as a reinforced concrete body inside the precast annular portion 7. These reinforced concrete bodies are all made of cast concrete.

  In constructing the PC breakwater 6, prestress necessary for the PC tank is used by using a PC steel material (not shown) similar to the PC steel materials 37 and 38 in the circumferential direction, and the sheath tube 34 in the vertical direction. , 34 and the vertical PC steel material 36 inserted through the sheath tube 32, respectively, are introduced at appropriate times as compressive forces. Since the introduction of these prestresses is the same as in the prior art, a detailed description will be given here. Omitted.

  In the joint surface between the precast annular portion 7 and the PC breakwater 6 and between the precast annular portion 7 and the inner region 8 of the foundation plate 5, a shearing force is transmitted between them to a sufficient extent. A reinforcing bar (not shown) is appropriately projected from the precast segment 21 on the side where the PC liquid barrier 6 and the inner region 8 of the foundation plate 5 are joined, and the PC liquid barrier 6 is embedded so that the reinforcing bar is embedded. And the inner region 8 of the foundation plate 5 is constructed.

  These rebar works and concrete works may be appropriately performed according to the general construction contents that have been conventionally performed when joining the precast member and the cast-in-place concrete.

  FIG. 4 shows a contact state between the precast segments 21 constituting the precast annular portion 7 together with a positional relationship between the PC liquid barrier 6 and the inner region 8 of the foundation plate 5. As can be seen from the figure, the precast segments 21, 21 are in contact with each other via a vertical joint 41 formed at the contact point of the segment bodies 22, 22. Since it is covered with the region 8, it is not exposed to the installation side of the tank body 4.

  As described above, according to the PC tank 1 and the construction method thereof according to the present embodiment, for the various attached equipment such as the sheath tube, the anchor, and the bottom heater tube, the outer peripheral portion of the base plate is conventionally used. When it was constructed as a reinforced concrete body made of cast-in-place concrete, it had to be placed in the concrete placement space together with the reinforcing bars, etc., which had become a critical process in constructing the PC liquid barrier, precast segment 21 It is possible to start the construction of the PC liquid breakwater 6 at an early stage because it can be installed and arranged in advance in the form embedded in the base plate 5 and the PC liquid breakwater 6. , Because the precast range is only the place where the base plate 5 and the PC breakwater 6 are engaged, that is, the outer periphery of the base plate 5, measures for liquid tightness are required. Position it is possible to minimize comprising, thus while ensuring liquid-tightness of the LNG other effusion, than poured concrete it is possible to shorten the construction period.

  Further, according to the PC tank 1 according to the present embodiment, the segment main body 22 formed so that the precast segment 21 has substantially the same thickness as the thickness of the peripheral edge of the inner region 8 constituting the base plate 5 and the segment. In other words, the width is smaller than the segment main body 22 so as to extend on the upper surface of the main body and on the side where the PC liquid barrier 6 is erected and to have a thickness substantially equal to the wall thickness of the PC liquid barrier. The wall-shaped joint portion 23 is configured so that the circumferential length of the wall-shaped joint portion 23 is shorter than the circumferential length of the segment body 22. The wall joints 23 and 23 of the two precast segments 21 and 21 are spaced apart from each other along the circumferential direction, and are placed on-site as a part of the PC liquid barrier 6 in a spaced space extending between the wall joints. Since the rigidity of the wall-like joint 23 is smaller than the rigidity of the segment main body 22 and the cast-in-place concrete that constitutes the PC breakwater 6 is placed, it follows the temperature stress. Thus, the wall-like joint 23 is deformed, in other words, the wall-like joint 23 does not restrain the expansion and contraction at the time of construction of the PC liquid barrier 6 due to the temperature stress. It is possible to sufficiently suppress the occurrence of cracks associated with.

  Further, when viewed from the installation side of the tank body 4, the vertical joint formed by the abutment between the precast segments 21, 21, in this embodiment, the vertical joint between the segment bodies 22, 22 is an inner region of the base plate 5. 8 covered with no exposure.

  Therefore, measures for ensuring liquid-tightness are greatly reduced or unnecessary with respect to joints caused by contact between the precast segments 21 and 21.

  In the present embodiment, the wall-like joint portion 23 is configured such that its circumferential length is shorter than the circumferential length of the segment body 22, but as shown in FIG. The length may be the wall-like joint portion 23b having the same length as the circumferential length of the segment body 22, and the precast segment 21b composed of the wall-like joint portion and the segment body 22 may constitute the precast annular portion.

  In such a configuration, as shown in the figure, although the vertical joint 51 generated by the contact between the wall-like joint portions 23b and 23b is slightly exposed to the installation side of the tank body 4, there is a measure for ensuring liquid tightness. There is no change in being largely reduced.

  Moreover, in this embodiment, although the precast segment 21 was comprised with the segment main body 22 and the wall-shaped junction part 23, when constructing the PC liquid-proof levee 6, the expansion / contraction of the spot cast concrete which comprises it is not restrained. If there is no concern about the occurrence of temperature cracks on the PC breakwater, the precast segment 21 may be omitted, and the wall-like joint portion 23 may be omitted, and a precast segment consisting only of the segment body 22 may be used. .

1 PC tank 4 Tank body 5 Basic version 6 PC breakwater 7 Precast annular part (outer peripheral part of basic version)
8 Inner area 21 and 21b of base plate Precast segment 22 Segment main body 23 and 23b Wall-shaped joint part 31, 32, 33, 34 Sheath tube 36, 37, 38 PC steel

Claims (4)

It consists of a tank body, a foundation plate on which the tank body is placed, and a PC breakwater (a breakwater made of prestressed concrete) that stands up to surround the tank body along the outer periphery of the foundation plate In the PC tank
The outer peripheral portion of the foundation plate is constituted by a precast annular portion in which a plurality of precast segments arranged in an annular shape are integrated with each other by a PC steel material inserted through them, and the PC is placed on the precast annular portion. By constructing the breakwater with in-situ concrete, and by constructing the inner region of the foundation plate with the in-situ concrete inside the precast annular part excluding the outer peripheral part , among the foundation plate and the PC liquid bank, A PC tank characterized in that the range to be precast is only the outer periphery of the base plate . The precast segment is extended to a segment main body formed so as to have substantially the same thickness as the plate thickness at the periphery of the inner region, and an upper surface of the segment main body on the side where the PC liquid barrier is erected. 2. The PC tank according to claim 1, wherein the PC tank comprises a wall-like joint formed so as to have substantially the same wall thickness as the PC liquid barrier. By configuring the wall-like joint portion so that its circumferential length is shorter than the circumferential length of the segment body, among the precast segments, each wall-like joint portion of two precast segments adjacent to each other is formed. The PC tank according to claim 2, wherein the cast-in-place concrete is filled and disposed as a part of the PC liquid barrier in a spaced space that is spaced apart from each other along the circumferential direction and expands between the wall-like joints. It consists of a tank body, a foundation plate on which the tank body is placed, and a PC breakwater (a breakwater made of prestressed concrete) that stands up to surround the tank body along the outer periphery of the foundation plate In a method for constructing a PC tank,
Pile a pile along the standing position of the PC breakwater,
A plurality of precast segments are arranged in an annular shape on the pile, and a precast ring that becomes an outer peripheral portion of the foundation plate is formed by tensioning a PC steel material inserted through them and integrating the plurality of precast segments with each other. Part
Wherein said PC liquid-proof crest on the precast annular portion as well as consists of poured concrete, by forming the inner region of the foundation plate other than the outer peripheral portion on the inner side of the precast annular portion with poured concrete, the A PC tank construction method characterized in that, in the base plate and the PC liquid barrier, only the outer peripheral portion of the base plate is precast .

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