JP4614160B2 - Reinforcement structure and reinforcement method for spherical tank legs - Google Patents

Description

The present invention relates to a reinforcing structure and a reinforcing method for a leg portion of a spherical tank for storing compressed gas, liquefied gas and the like.

The structure of the leg part that supports the spherical tank will be described with reference to FIG. As shown in FIG. 5, the spherical tank 21 is supported by a plurality of cylindrical pillars 25 provided vertically above the ground from a plurality of isolated foundations 23 on the ground base plate 22, and the independent pillars 25. An oblique bracing 28 provided so as to be inclined and intersected with each other is provided. The upper end portion 26 of the cylindrical support column 25 is integrally fixed to the position of the fixing portion 27 near the equator portion of the spherical shell outer wall surface 24 of the spherical tank 21 by welding.

As a conventional invention in which the earthquake resistance of the spherical tank is improved, it is disclosed in, for example, Japanese Patent Application Laid-Open No. 9-156688 “Spherical Tank Support Structure”. In the present invention, a spherical tank 1 is supported by a plurality of support legs 2, and an annular strip 10 in contact with the plurality of support legs 2 is arranged and fixed to improve earthquake resistance.

Moreover, as invention which improved the earthquake resistance of the support part of the spherical storage tank 1, there exists invention of Unexamined-Japanese-Patent No. 2001-180797 "storage tank support structure" which concerns on this applicant. The present invention provides a support structure in which a curved bottom outer wall surface 3 of a spherical storage tank 1 is slidably contacted on a rigid support frame 4 having an integral frame structure in a slidable contact state. It is.

JP-A-9-156688 JP 2001-180797 A

The upper end portion 26 of the column 25 of the spherical tank 21 as shown in FIG. 5 is a fixed portion 27 at a high position from the foundation 23 on the ground base plate 22, and the curved outer surface of the spherical shell reaching the equator portion of the spherical tank 21. This structure is fixed to 24 by welding. Therefore, although the vertical weight can be sufficiently supported, the vibration of the base plate 22 due to an earthquake or the like is individually transmitted to each foundation 23, and the shaking of the spherical tank 21 due to a strong wind or an earthquake is caused by the fixing portion 27. Since the vibration is transmitted individually to the foundation 23 through the upper end portion 26 of the support 25, the vibration 23 and the load concentration may cause deformation or damage to the foundation 23 of some of the supports 25. Since the long cylindrical support pillars 25 are independently provided on the plurality of isolated foundations 23 in this way, the response behavior of each support pillar 25 varies with respect to large vibrations or shaking caused by earthquakes or strong winds. As a result, the load tends to be biased and concentrated, and the foundations 23 of some of the columns 25 may be damaged by large deformation or damage. It was difficult to reinforce the struts 25 and the foundations 23 of the spherical tank 21 that were greatly deformed and damaged later, and it was difficult to repair the struts 25 and the base 23 so that sufficient strength was obtained by partial reinforcement. .

Further, the "spherical tank support structure" disclosed in Japanese Patent Application Laid-Open No. 9-156688, which has improved the earthquake resistance of the spherical tank, supports the spherical tank 1 with a plurality of support legs 2. An annular strip 10 in contact with the support leg 2 is arranged and fixed, and is excellent in vibration control performance for attenuating horizontal shaking of the spherical tank 1. However, there has been a concern that long-period vibrations, large rolls, etc. are transmitted to the base 23 of each support column 25 to cause deformation or damage.

Further, the support structure of the invention disclosed in Japanese Patent Application Laid-Open No. 2001-180797 “Storage tank support structure” of the present applicant is a structure in which the spherical storage tank 1 is mounted on the support frame body 4 having a rigid structure of an integral frame. This is a support structure in which the curved bottom outer wall surface 3 is supported while being slidably contacted without being fixed. However, such a supporting structure for supporting is essentially different from a structure for reinforcing an isolated supporting column, and is not a structure for reinforcing each supporting member obliquely from a position corresponding to the lower part outside the spherical shell, It was not sufficient as a reinforcement structure for legs consisting of independent struts.

The object of the present invention has been made in view of the above-described problems of the prior art, and is a structure in which an annular frame member, an inclined member, and a horizontal member are combined on the outer periphery of the base of a lower column supporting a spherical tank. Spherical shape that improves the durability and earthquake resistance by forming a body and reinforcing and supporting so that damage is not generated without concentrating the load near the foundation, and suppressing displacement due to vibration and shaking due to earthquakes and strong winds A tank leg reinforcing structure and a reinforcing method are provided.

The reinforcing structure of the spherical tank leg according to the invention of claim 1 is such that the outer peripheral lower portion of the spherical shell is vertically aligned by a plurality of pillars vertically installed on the ground from a plurality of foundations provided separately on the ground base plate. in spherical tank supporting the a support frame which is formed in the annular body of the integral rigid structure with planar polygons corresponding to the number of posts in isolation from the base of the strut on the outer periphery of the base plate, of said polygonal annular body an inclined member provided to be inclined over the post from the upper end surface of the position corresponding to the vertex of the supporting frame, a horizontal member passed the edge of the foundation along on the base plate from a position corresponding to the vertex of the supporting frame In addition, a horizontal beam member that connects the inclined member and the support column is provided in parallel with the upper position of the horizontal member, and these are formed into an integral rigid structure.

According to a second aspect of the present invention, there is provided a spherical tank leg reinforcing method in which a support frame is disposed on a base plate in the vicinity of a support base at a predetermined interval with respect to an existing spherical tank whose position is shifted due to an earthquake or the like. After assembling into an annular polygon, a horizontal member is passed between and fixed to the support frame and each foundation to secure the annular support frame and the foundation as an integral structure. Using jigs such as jacks, move and correct to a predetermined position on the foundation, and then fix the slanting material from the support frame of the annular polygon to the column, and then fix the horizontal beam between the reinforcing diagonal and the column. In the same manner as described above, the opposite or adjacent struts are moved and corrected to predetermined positions on the foundation, and similarly, the slant member and the horizontal beam member are respectively crossed and fixed, and the whole is integrally rigid. If the structure is assembled and the foundation is damaged It is intended to carry out the repair and reinforcement in construction and new grout to the foundation.

The reinforcing structure of the spherical tank leg according to the invention of claim 1 is such that the outer peripheral lower portion of the spherical shell is vertically aligned by a plurality of pillars vertically installed on the ground from a plurality of foundations provided separately on the ground base plate. in spherical tank supporting the a support frame which is formed in the annular body of the integral rigid structure with planar polygons corresponding to the number of posts in isolation from the base of the strut on the outer periphery of the base plate, of said polygonal annular body an inclined member provided to be inclined over the post from the upper end surface of the position corresponding to the vertex of the supporting frame, a horizontal member passed the edge of the foundation along on the base plate from a position corresponding to the vertex of the supporting frame And a horizontal beam member that connects the inclined member and the support column in parallel with the upper position of the horizontal member, and these are formed into an integral rigid structure. in contrast, since the reinforcing structure integrally supported, certain post及 Without load the basis of the column bottom is concentrated, and because it absorbs relaxation displacement or vibration and the like by reinforcing structure, locally foundation is damaged without worry about damage, to the vertical load and horizontal load, durability It becomes the reinforcement structure of the leg part which is excellent in performance and earthquake resistance. Therefore, the structure is stronger against earthquakes and strong winds that cause long-period vibrations, large shakes, and the like, and the durability and safety of the legs of the spherical tank can be further improved.

According to a second aspect of the present invention, there is provided a spherical tank leg reinforcing method in which a support frame is disposed on a base plate in the vicinity of a support base at a predetermined interval with respect to an existing spherical tank whose position is shifted due to an earthquake or the like. After assembling into an annular polygon, a horizontal member is passed between and fixed to the support frame and each foundation to secure the annular support frame and the foundation as an integral structure. Using jigs such as jacks, move and correct to a predetermined position on the foundation, and then fix the slanting material from the support frame of the annular polygon to the column, and then fix the horizontal beam between the reinforcing diagonal and the column. In order to correct the misaligned struts, a large amount of temporary equipment has been conventionally required. However, as described above, the support frame, which is a reinforcing member, and a horizontal member are integrated into one piece. Since the material is firmly attached to each foundation, the annular support frame has rigidity, Since it is possible to move the misplaced column with a large force with a jig such as a jack through the support frame, the work can be easily and easily done in a short time with simple equipment. . In addition, when installing the reinforcing material, positioning on the base plate and mounting work on the foundation and struts are easy, and there is no need for trouble in assembly and welding work, and the legs are reinforced in a short time with high work efficiency. And repair the foundation.

A reinforcing structure for a spherical tank leg according to the present invention will be described with reference to FIGS. FIG. 1 is an example of an embodiment of a reinforcing structure for a leg portion of a spherical tank, and shows an overall perspective explanatory view. FIG. 2 is an enlarged side view showing the column portion of FIG.

The spherical tank 1 is supported on the outer periphery of the spherical shell 4 by a plurality of pillars 5 installed vertically on the ground from a plurality of foundations 3 provided separately on a ground base plate 2. The example shown in FIG. 1 is the case of six struts 5, but the reinforcement structure described in detail below is also applied to the case of a plurality of such as 8 or 10 depending on the scale of the spherical tank 1. can do. The reinforcement structure of the leg part of the spherical tank 1 is demonstrated based on FIG. A horizontally-circular support frame 6 is provided on the base plate 2 so as to be separated from the base 3 of the column 5 on the outer periphery. As shown in FIG. 1, the support frame 6 is a planar regular hexagonal planar polygonal shape corresponding to the number 6 of the columns 5 and is formed in an annular body having an integral rigid structure. The support frame 6 is provided with an inclined member 7 which is supported by being inclined from the upper end surface at the position corresponding to the apex of the regular hexagon across the column 5, and from the position corresponding to the apex of the support frame 6 along the base plate 2. A horizontal member 8 is provided over the edge of the horizontal member 8, and a horizontal beam member 9 is provided in parallel with the upper position of the horizontal member 8 to connect the inclined member 7 and the support column 5. you formed.

Based on FIG. 2, the reinforcement structure of the leg part shown in FIG. 1 is further explained in full detail. The support frame 6 is arranged in an annular body having a planar polygonal shape and being separated from the foundation 3 on the base plate 2 by using an H-section steel material having a cross section shown in FIG. The support member 6 is provided with an inclined member 7 that is supported by being inclined from the upper end surface in the vicinity of the apex of the polygon to the upper part of the opposing support column 5. Further, a horizontal member 8 is provided horizontally across the edge of the foundation 3 facing from the support frame 6, and a horizontal beam member 9 for horizontally connecting the inclined member 7 and the column 5 is provided.

As the reinforcing members such as the support frame 6, the inclined member 7, and the horizontal member 8, for example, mold steel material, rectangular steel material, pipe material, and the like can be used as appropriate, and these members are assembled and connected to form a rigid structure of an integral frame. To form. Thus, the reinforcing structure formed in the rigid structure of the integral frame can be assembled and constructed with good workability.

FIG. 3 shows a fixing portion between the support column 5 and the inclined member 7 in the X portion of FIG. 2. The case where the engaging material 10 is provided at the end edge of the inclined member 7 so as to be in close contact with the column 5 having a circular cross section is shown. The engaging member 10 is a flat plate member 10A, 10B cut out in a curved surface so as to be in close contact with the surface of the column of the column 5. As described above, when the engaging members 10, 10 </ b> A, and 10 </ b> B are used as the joining members of the edge of the reinforcing diagonal member 7, the inclination angle and positioning of the inclined member 7 with respect to the column 5 can be easily performed. When the inclined member 7 is directly fixed to the support column 5, consideration is given to processing it into a substantially oval shape so that the end edges of the inclined member 7 are in close contact, and firmly fixing by welding.

FIG. 4 shows a reinforcing state in the vicinity of the foundation 3 in the Y portion of FIG. Reference numeral 13 denotes an anchor plate such as a steel plate for fixing the lower end surface of the support column 5, and reference numeral 14 denotes an anchor bolt for fixing the anchor plate 13 to the foundation 3. As a reinforcing member of the foundation 3, reference numeral 11 denotes a pressing member such as a flat steel material provided at the edge of the foundation 3, which is a member for fixing the edge of the reinforcing horizontal member 8. 12 is a grout material such as non-shrink mortar for covering and repairing cracks and damaged parts of the foundation 2. Reference numeral 15 denotes a filler that fills the gap at the lower end edge of the anchor plate 13. In order to prevent the base 3 members from being deteriorated and damaged due to wind and rain, temperature changes, earthquakes, and the like, the reinforcing members can be used for protection and the durability of the columns 5 and the base 3 can be improved.

As described above, the annular support frame 6 provided separately from the base 3 of the support 5 on the outer periphery is provided, and the inclined member 7 is provided to support the support 5 by being inclined from the upper end surface of the support frame 6. By providing a horizontal member 8 from 6 to the foundation 3 and a horizontal beam member 9 for connecting the inclined member 7 and the support column 5 to form a rigid structure of an integral frame, vibration and vibration due to earthquakes, strong winds, etc. On the other hand, the load does not concentrate on the specific column 5 and the foundation 3, and there is no fear of causing local damage or breakage, and the reinforcing structure is excellent in durability against vertical load and horizontal load. Therefore, the structure is stronger against earthquakes and strong winds that cause long-period vibrations, large shakes, and the like, and the durability and safety of the legs of the spherical tank can be further improved.

A method for reinforcing a spherical tank leg according to the present invention will be described. In order to reinforce the legs of the existing spherical tank 1, first, the support frame 6 is arranged on the base plate 2 on the outer peripheral ground of the foundation 3 of the support 5 at a predetermined interval, and welding, bolts and nuts are fixed. Assemble it into an annular polygon. Next, the inclined member 7 is installed over the upper end surface in the vicinity of the apex of the annular polygonal support frame 6 over the upper portion of the support column 5, and the horizontal member 8 is transferred between the support frame 6 and the foundation 3. The horizontal beam material 9 is passed between 5 and assembled into an integral rigid structure by welding.

An example of a procedure for reinforcing the legs by moving the support column 5 to a predetermined position and repairing the foundation 3 with respect to the existing spherical tank in which the position of the support column 5 is displaced due to an earthquake or the like and the foundation 3 is damaged is described in detail below. To do. (1) The support frame 6 is disposed on the base plate 2 on the outer peripheral ground of the foundation 3 of the support 5 at a predetermined interval, and is assembled into an annular polygon by welding or the like. (2) The horizontal member 8 is passed between the support frame 6 and each foundation 3 and both ends are fixedly held, and the ring-shaped support frame 6 has a rigid structure. (3) The column 5 whose position has been shifted due to an earthquake or the like is pressed with a jig such as a jack or a chain block, or pulled by using the support frame 6 as a support, and the lower end of the column 5 is predetermined on the foundation 3. Move to position and correct. (4) From the upper end surface in the vicinity of the apex of the annular polygonal support frame 6, the inclined member 7 is slanted over the upper portion of the support column 5, and both ends thereof are fixed by welding. (5) Between the inclined member 7 and the support column 5, the horizontal beam member 9 is passed horizontally and both ends thereof are fixed by welding. (6) The opposite or adjacent struts 5 are sequentially moved and corrected to a predetermined position on the foundation 3 in the same manner as in (3). As in 5), the horizontal beam material 9 is passed and both ends are fixed, and the whole is assembled into an integral rigid structure. (7) Repair the damaged foundation 3 by installing new anchor bolts, grout material, mortar, etc.

As described above, the method of reinforcing the legs of the existing spherical tank does not repair the existing pillars 5 and the foundation 3 individually as in the prior art, and does not require large-scale temporary equipment. Since the support frame 6 as a reinforcing member and the horizontal member 8 are integrated, and the horizontal member 8 is firmly fixed to each foundation 3, the annular support frame 6 has rigidity and is displaced with respect to the column 5 which is displaced. The support frame 6 can be used as a support and can be pressed or pulled with a large force using jigs, chain blocks, wire ropes and other jigs, making the operation simple and easy. In addition, it is possible to correct the column with simple equipment. In addition, the existing strut 5 and the foundation 3 are modified and reinforced by the above procedure with good workability, so there is no complicated and time-consuming work, and positioning and installation work is easy when placing and assembling the reinforcing material. Therefore, it is possible to reinforce the integrated rigid structure in a short time with good work efficiency without requiring labor for welding work.

Further, although not shown, a buffer member may be provided at the connection portion of each member so as to absorb and relax vibrations, displacements, loads and the like in the vertical and horizontal directions applied to the foundation 3.

The present invention can be applied to a reinforcement structure for a new leg portion in a spherical tank, or a reinforcement structure for an existing leg portion, and repair and reinforcement when an existing leg portion is damaged.

It is an isometric view explanatory drawing which shows the example of embodiment of the reinforcement structure of the leg part of the spherical tank which concerns on this invention. It is side sectional explanatory drawing which expands and shows the one support | pillar vicinity in the reinforcement structure of the leg part of FIG. It is a perspective explanatory view which expands and shows the attachment part of the X section of FIG. 2, a support | pillar, and an inclination material. It is a perspective explanatory view which expands and shows the Y part of FIG. 2, and the basic | foundation part of a support | pillar. It is side surface explanatory drawing which shows the support structure of the conventional spherical tank.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Spherical tank 2 Base plate 3 Foundation 4 Spherical shell 5 Prop 6 Support frame 7 Inclined material 8 Horizontal material 9 Horizontal beam material 10, 10A, 10B Engagement material 11 Holding member 12 Grout material 13 Anchor plate 14 Anchor bolt 15 Filler 21 Spherical tank 22 Base plate 23 Foundation 24 Outer wall surface 25 Support column 26 Upper end portion 27 Adhering portion 28 Bracing

Claims (2)

A plurality of supports installed vertically on the ground from a plurality of foundation provided in isolation on a base plate of the ground Te spherical tank odor supporting the outer peripheral lower portion of the spherical shell vertically, group version of the outer periphery from the base of the strut a support frame which is formed in the annular body of the integral rigid structure with planar polygons corresponding to the number of posts in isolation up over the struts from the upper end surface of the position corresponding to the vertex of the supporting frame of the polygonal annular body an inclined member provided with an inclination, the horizontal member passed the edge of the foundation along on the base plate from a position corresponding to the vertex of the supporting frame, by further parallel to the upper position of the horizontal member the inclination A reinforcing structure for a spherical tank leg, characterized in that a horizontal beam member for connecting the member and the support column is provided and formed into an integral rigid structure.
For the existing spherical tank whose position of the column was shifted due to an earthquake, etc., a support frame was placed at a predetermined interval on the base plate near the column base and assembled into an annular polygon, and then between the support frame and each foundation A horizontal member is passed and fixed to make the annular support frame and the foundation an integral structure, and then the post that has been displaced is moved to a predetermined position on the foundation using a jig or other tool using the support frame. Spherical tank legs characterized by correcting and subsequently fixing and fixing a slanting material from the annular polygonal support frame to the column, and further passing and fixing a horizontal beam between the reinforcing diagonal and the column. Reinforcement method.