JP2010265607A - Method for moving skeleton, and structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for moving a skeleton, making the skeleton movable along an irregular path, and a structure. <P>SOLUTION: The method for moving the skeleton is provided for moving the skeleton 20 constructed on a temporary working platform 36, to a support member 12 provided on the ground 11, wherein a support means 30 changing a support position in a direction to intersect the moving direction of the skeleton 20 is provided between the support member 12 and the skeleton 20, and the skeleton 20 is moved onto the support member 12 while changing the support position in the direction to intersect the moving direction of the skeleton 20. Even if the support member 12 is not disposed aligned in a checkerboarded state in a plan view and the moving path of the skeleton 20 is the irregular path, the support means 30 moves the skeleton 20 onto the support member 12 along the irregular path while changing the support position in the direction to intersect the moving direction of the skeleton 20. The skeleton 20 can thereby be moved irrespective of the installed state of the support member 12. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

  The present invention relates to a housing moving method and a structure.

  Conventionally, when constructing a structure above an existing railway or road, a temporary construction base is provided at a place different from the planned construction site, and the structural body is constructed. There is a housing moving method for moving to a planned construction site (see, for example, Patent Document 1).

  In the case moving method disclosed in Patent Document 1, a bridge pier is installed at a position facing each other across a planned construction site of a structure, and a temporary gantry is installed on the opposite side of the planned construction site of one pier. Then, after the girders are moved from the temporary gantry toward the opposite pier and installed on the pier, the structure is constructed by moving along the pier.

  However, the frame moving method of Patent Document 1 is a method for a shaping road in which the path along which the girder moves is orthogonal, and in the case of an irregular shape in which one pier must be installed obliquely with respect to the other pier The construction method is not disclosed.

JP-A-6-173659

  An object of this invention is to obtain the housing moving construction method and structure which can move a housing according to an irregular path | route.

  The housing moving method according to claim 1 of the present invention is a housing moving method for moving a housing constructed with a temporary gantry to a supporting member provided at an installation site, wherein the housing is moved between the supporting member and the housing. Support means for changing the support position in a direction crossing the direction is provided, and the case is moved onto the support member while changing the support position in the direction crossing the moving direction of the case.

  According to the above configuration, even if the support members are not arranged in a grid pattern in plan view and the movement path of the chassis is an irregular path, the support means is in a direction intersecting the movement direction of the chassis. Since the housing is moved onto the support member in accordance with the irregular path while changing the support position, the housing can be moved regardless of the installation state of the support member.

  In the housing moving method according to claim 2 of the present invention, the supporting means includes a rail laid on the supporting member, a lower surface of the housing, and a moving direction of the housing determined by a path of the rail. And a support member that has a length longer than the amount of movement in the intersecting direction and slides on the rail.

  According to the above configuration, since the support member is longer than the movement amount in the direction intersecting with the moving direction of the housing determined by the rail path, the support member does not come off from the upper surface of the rail. Thereby, even if the movement path | route of a housing | casing is the irregular shape which bent in several directions, a housing | casing body can be moved along the predetermined moving direction.

  In the housing moving method according to claim 3 of the present invention, the support means includes a rail provided on the lower surface of the housing, and a moving direction of the housing provided on the support member and determined by a path of the rail. A support member having a length longer than a moving amount in a crossing direction and on which the rail slides. According to this structure, even if it is a place where the support members are scattered and it is difficult to install the rails, the housing can be moved if the support members are provided on the respective support members.

  In the case moving method according to a fourth aspect of the present invention, a slip-out prevention wall for preventing the rail from slipping out is provided at both ends in the length direction of the support member. According to this configuration, even if the position of the rail with respect to the support member is shifted due to an earthquake or the like, the rail can be prevented from being pulled out by the pull-out prevention wall provided in the support member.

  In the housing moving method according to claim 5 of the present invention, the support means is provided on a rail laid on the support member, a support member that slides on the rail, and a lower surface of the housing. A holding member that has a length longer than a moving amount in a direction intersecting with a moving direction of the housing determined by a path and holds the support material slidably between the rail and the rail. According to this configuration, since the support member is interposed between the rail and the holding member and the support member slides with respect to the rail or the holding member, a wide sliding surface is not necessary.

  The housing moving method according to claim 6 of the present invention includes a frictional force that reduces a frictional force on the first contact surface between the support member and the rail and the second contact surface between the support member and the holding member. A reduction member is provided. According to this configuration, the frictional force reducing member reduces the frictional force between the support member and the rail and between the support member and the holding member, so that the casing can be easily moved.

  In the housing moving method according to claim 7 of the present invention, a pair of first wall bodies are provided at both ends in a direction intersecting with the length direction of the holding member, and in a direction intersecting with the length direction of the rail. A pair of second walls are provided at both ends. According to this configuration, since the upper part of the support material is between the pair of first wall bodies and the lower part is between the pair of second wall bodies, it is possible to prevent the support material from slipping out of the holding member and the rail. .

  The housing moving method according to claim 8 of the present invention is such that the supporting means includes a convex member provided with convex portions projecting horizontally from both side surfaces of the shaft portion projecting downward from the lower surface of the housing, and the support member. And a support member that is formed with a concave portion that encloses the convex portion and slides on the rail. According to this configuration, even if the position of the support member with respect to the convex member may be shifted due to an earthquake or the like, the wall of the concave portion of the support member comes into contact with the convex portion of the convex member so that the support member is held. Can be prevented from coming out.

  A structure according to a ninth aspect of the present invention is a temporary structure using a support member arranged in a non-lattice manner at an installation site and the housing moving method according to any one of the first to eighth aspects. A housing moved onto the support member. According to this configuration, it is possible to construct a structure even in an irregular installation site where the support members must be arranged in a non-lattice manner.

  Since this invention was set as the said structure, a housing can be moved according to an irregular shape path | route.

It is an elevation view of the whole building concerning a 1st embodiment of the present invention. It is a top view which shows the arrangement | positioning state of the rail which concerns on 1st Embodiment of this invention. (A) It is a block diagram of the support means which concerns on 1st Embodiment of this invention. (B) It is a schematic diagram which shows the required width | variety of the support material of the direction which cross | intersects the moving direction of the housing on the rail which concerns on 1st Embodiment of this invention. (A)-(d) It is process drawing (elevation figure) of the frame moving construction method which concerns on 1st Embodiment of this invention. (A)-(d) It is process drawing (plan view) of the housing moving construction method which concerns on 1st Embodiment of this invention. (A)-(f) It is the top view and elevation which show the movement state of the housing and support means which concern on 1st Embodiment of this invention. (A)-(c) In the housing moving construction method which concerns on 1st Embodiment of this invention, it is a schematic diagram which shows the required width | variety of the support material in case the moving path | route of a housing differs. It is an elevation view which shows the division | segmentation position of the structure for selecting the housing to move. (A)-(c) It is process drawing which shows the movement process of a housing when it divides | segments in a different division | segmentation position. It is a top view which shows the movement state of the support means which concerns on 2nd Embodiment of this invention. (A), (b) It is a schematic diagram which shows the moving direction (two directions) of the housing concerning 2nd Embodiment of this invention. (A)-(f) It is a top view which shows the movement state of the housing and support means which concern on 2nd Embodiment of this invention. It is a block diagram of the housing and support means which concern on 3rd Embodiment of this invention. (A), (b) It is an elevational view which shows the movement state of the housing and support means which concern on 3rd Embodiment of this invention. It is a block diagram of the support means which concerns on 4th Embodiment of this invention. (A)-(c) It is an elevational view which shows the movement state of the housing | casing divided | segmented in the different position which concerns on 5th Embodiment of this invention, and a support means. (A) It is a block diagram of the support means which concerns on 5th Embodiment of this invention. (B) It is a schematic diagram which shows the required width | variety of the support material of the direction which cross | intersects the moving direction of the housing on the rail which concerns on 5th Embodiment of this invention. (A)-(c) It is the elevation view and top view which show the movement state of the housing and support means which concern on 6th Embodiment of this invention. (A)-(c) It is the elevational view and top view which show the movement state of the housing and support means which concern on 7th Embodiment of this invention.

  A first embodiment of a housing moving method and a structure according to the present invention will be described with reference to the drawings. FIG. 1 shows a building 10 as a structure constructed on the ground 11. The building 10 includes a plurality of support members 12 provided on the ground 11, a housing 20 provided on the support member 12, and a support material 32 as support means 30 provided between the support member 12 and the housing 20. It consists of Further, a temporary gantry 36 that is a construction site of the housing 20 is provided at a location adjacent to the building 10.

  The support member 12 is composed of a pile portion 12A embedded in the ground 11 with a space therebetween and a column portion 12B erected on the upper side of the pile portion 12A, and is non-lattice on the irregular ground 11. Are arranged (see FIG. 2). And the beam 14 and the small beam (illustration omitted) are constructed by the upper part of the supporting member 12 (column part 12B). A slab 16 is formed on the upper surface of the beam 14 by placing concrete. The existing railway T passes between the support members 12 below the beam 14.

  The frame 20 includes a plurality of columns 18 erected on the support material 32, a plurality of beams 22 and 26 and small beams (not shown) installed on the plurality of columns 18, and concrete on the upper surfaces of the plurality of beams 22. The slab 24 is formed by placing and a ceiling portion 28 formed by placing concrete on the upper surfaces of the plurality of beams 26. The frame 20 is divided into a first block 20A, a second block 20B, a third block 20C, and a fourth block 20D in the horizontal direction, with one span of the beams 22 and 26 as one block. In FIG. 1, the intervals between the plurality of support members 12 and the pillars 18 are displayed at equal intervals in order to facilitate understanding of the configuration of the housing 20, but the actual intervals are different (actually, the arrow Y in FIG. 2 is different). The housing 20 is seen from the direction).

  In FIG. 2, the first block 20A, the second block 20B, the third block 20C, and the fourth block 20D constituting the housing 20 are moved in the direction of the arrow X from the temporary construction base 36 onto the support member 12 set in advance. The arrangement | positioning state of the some rail 34 for making it do is shown. The rail 34 includes a first rail 34A, a second rail 34B, a third rail 34C, a fourth rail 34D, and a fifth rail 34E made of H-shaped steel. It extends through the upper surface of the farthest support member 12.

  The first rail 34A, the second rail 34B, the third rail 34C, the fourth rail 34D, and the fifth rail 34E constituting the rail 34 are in directions intersecting with the moving direction (arrow X direction) of the housing 20 and respectively. It is bent in different directions and forms an irregularly shaped movement path (not a straight line from the start point to the end point). The rail 34 is removed after the housing 20 is moved on the support member 12 and is not included in the completed building 10.

  FIG. 3A shows the configuration of the support means 30 when the housing 20 is moved. A main body steel frame 21 that constitutes a part of the housing 20 is installed under the plurality of columns 18. The support means 30 includes a support member 32 fixed to the lower surface of the main body steel frame 21 (frame 20) by welding or the like, and a rail 34 fixed to the upper surface of the support member 12 with bolts (not shown). The support member 32 slides (slides) on the rail 34. In addition, although the support means 30 is provided in multiple places on the lower surface side of the housing 20, since all are the same structures, the support means 30 of one place is demonstrated here.

  The support member 32 has a structure in which a fluororesin-based coating having a low friction coefficient is applied to the surface of a plate-like elastic member made of rubber. Further, at both ends in the length direction of the support member 32 (the extending direction of the main body steel frame 21), there are provided prevention walls 32A that protrude downward and prevent the rail 34 from coming out. Note that the length (width) of the flat portion of the support member 32 that is sandwiched between the prevention walls 32A at both ends and to which the rail 34 can freely move is L1.

  Here, as shown in FIG. 3B, the length L1 of the support member 32 is a movement amount (length W1) in a direction intersecting with the movement direction (arrow X direction) of the housing 20 determined by the path of the rail 34. It is set in advance to be longer. The length W1 of the support member 32 on the support member 12 provided farthest from the temporary gantry 36 and the straight line A parallel to the arrow X direction through the movement start point P1 of the support member 32 on the temporary gantry 36. It is equal to the distance from the straight line B parallel to the arrow X direction through the movement end point P2. As shown in FIG. 2, the length of the support member 32 required for each of the rails 34A to 34E is different, but the sliding state of the support member 32 on the rail 34 is the same. The movement of the support member 32 on one rail 34 will be described.

  Next, the construction procedure of the building 10 will be described.

  As shown in FIG. 4A, first, in the planned construction area of the building 10, the ground 11 is excavated while avoiding the existing railway T, and concrete is hit to form a pile portion 12A (see FIG. 1). A precast column portion 12B (see FIG. 1) is installed on the portion 12A, and a plurality of support members 12 are erected on the ground 11. Then, a precast beam 14 is installed between a plurality of support members 12 using a crane (not shown), and both ends of the beam 14 are joined to the support member 12, and then a mold is disposed on the upper surface of the beam 14. The concrete is then cast to form the slab 16.

  Subsequently, a temporary gantry 36 is constructed using steel and concrete in an area adjacent to the construction planned area of the building 10. The height of the temporary gantry 36 is the same as the upper surface of the slab 16, and the width of the temporary gantry 36 is about one span of the beam 14.

  Subsequently, as shown in FIG. 5A, rails 34A, 34B, 34C, 34D, and 34E are arranged on the upper surface of the temporary gantry 36 and the upper surface of the slab 16 so as to connect the plurality of support members 12 with lines. Fasten with bolts. Here, since the support member 12 is disposed so as to avoid the existing railway T (see FIG. 1), the rails 34 </ b> A to 34 </ b> E are bent in a plan view. In addition, illustration of the slab 16 is abbreviate | omitted in Fig.5 (a).

  Subsequently, as shown in FIG. 4 (a), on the temporary gantry 36, the precast pillar 18 is erected and the beams 22 and 26 are erected, and concrete is laid to slab 24 and the ceiling portion 28. Form and build a first block 20A that is part of the enclosure 20. Then, after arranging a plurality of support members 32 on the rails 34 of the temporary gantry 36, the first block 20A is lifted by a crane (not shown) and placed on the support member 32, and the support member 32 is attached to the pillar 18 and the main body steel frame. It fixes to the lower surface of 21 (refer Fig.3 (a)) by welding or bolt fastening.

  Subsequently, as shown in FIGS. 4B and 5B, when the first block 20A is pushed out in the arrow X direction using a hydraulic jack (not shown) provided on the temporary gantry 36, the rail 34 is supported. The material 32 moves so as to slide, and the first block 20 </ b> A moves from the temporary gantry 36 to the support member 12 and the rail 34 on the slab 16. At this time, the movement amount of the first block 20A is an amount corresponding to the span of one beam 14, and the movement position of the first block 20A is a position where the support member 12 and the column 18 are arranged on a straight line. ing.

  Subsequently, on the temporary gantry 36, the precast pillar 18 is erected and the beams 22 and 26 are erected to construct the second block 20B which is a part of the housing 20. Then, after arranging a plurality of support members 32 on the rails 34 of the temporary gantry 36, the second block 20B is lifted by a crane (not shown) and placed on the support member 32, and the support member 32 is attached to the column 18 and the main body steel frame. It fixes to the lower surface of 21 (refer Fig.3 (a)) by welding or bolt fastening.

  Subsequently, one end of the beams 22 and 26 of the second block 20B is joined to the column 18 of the first block 20A, and concrete is placed on the beams 22 and 26 to form the slab 24 and the ceiling 28. . Thereby, the first block 20A and the second block 20B are integrated.

  Subsequently, as shown in FIGS. 4C and 4D and FIGS. 5C and 5D, the construction procedure similar to the construction of the first block 20A and the second block 20B is performed on the temporary gantry 36. The third block 20C is constructed, joined to and integrated with the first block 20A and the second block 20B, and moved in the arrow X direction. Then, the fourth block 20D is constructed on the temporary gantry 36, joined and integrated with the first block 20A to the third block 20C, and moved in the direction of the arrow X, and the first block 20A to the first block on the support member 12 is assembled. Four blocks 20D (a housing 20) are arranged.

  Subsequently, the temporary gantry 36, the support member 12, and the rails 34 (34A to 34E) on the slab 16 are removed while the columns 18 are pushed upward using a hydraulic jack (not shown). Then, after removing the prevention walls 32A (see FIG. 3A) at both ends of the support member 32, the hydraulic jack is lowered to place the support member 32 (and the column 18) on the support member 12, and welding is performed. Alternatively, the support member 32 is fixed on the support member 12 by bolt fastening. In this way, the building 10 shown in FIG. 1 is constructed without affecting the existing railway T.

  Next, the operation of the first embodiment of the present invention will be described.

  As shown in FIGS. 4A to 4D and FIGS. 5A to 5D, when the housing 20 moves in the direction of the arrow X, the movement starts at the time shown in FIGS. 6A and 6B. As shown, the contact portion S of the support member 32 with the rail 34 is located away from the column 18 of the housing 20. And the contact part S moves to the arrow direction along the construction direction of the rail 34 with the movement of the housing 20.

  Subsequently, as shown in FIGS. 6C and 6D, the housing 20 moves in the arrow X direction, and the support position (contact portion) of the housing 20 in the direction in which the support material 32 intersects the moving direction of the housing 20. While changing the position of S), it slides along the path of the irregular rail 34 to move the column 18 of the housing 20 onto the support member 12. And the contact part S of the support material 32 moves relatively in the arrow Y direction, and the distance with the pillar 18 becomes short.

  Subsequently, as illustrated in FIGS. 6E and 6F, when the movement of the casing 20 to a predetermined position is completed, the column 18 of the casing 20 is disposed on the support member 12. At this time, since the position of the contact portion S of the support member 32 overlaps with the positions of the support member 12 and the column 18, the housing 20 is supported by the support member 12 and the support member 32 even if the rail 34 is removed.

  As described above, even if the support members 12 are not arranged in a grid pattern in a plan view (non-lattice shape) and the rail 34 that is the movement path of the casing 20 is an irregular path, Since the member 32 (supporting means 30) moves the housing 20 onto the support member 12 according to the irregularly shaped rail 34 while changing the support position in the direction intersecting the moving direction of the housing 20, the ground 11 of the support member 12 Regardless of the installation state, the housing 20 can be moved to the target position. And the building 10 can be constructed.

  Further, since the length L1 of the support member 32 is longer than the movement amount W1 in the direction intersecting with the movement direction of the housing 20 determined by the path of the rail 34, the support member 32 does not come off from the upper surface of the rail 34 to the outside. Thereby, even if the rail 34 which is the moving path of the housing 20 is bent in a plurality of directions, the housing 20 can be moved to a target position along a predetermined moving direction.

  Further, since the prevention walls 32A are provided at both ends in the longitudinal direction of the support member 32, even if the position of the rail 34 with respect to the support member 32 is shifted due to an earthquake or the like, the prevention wall 32A and the rail 34 And the contact state between the rail 34 and the support member 32 is maintained. Thereby, it is possible to prevent the support member 32 from coming off from the upper surface of the rail 34.

  In addition, the installation amount of the rail 34, the moving direction of the contact part S of the support material 32, and the moving amount of the contact part S in the direction intersecting with the moving direction of the housing 20 determined by the path of the rail 34 are shown in FIG. The present invention is not limited to the first embodiment shown. Here, with respect to the minimum required width (indicated by the symbol W) of the support member 32 that is the amount of movement of the contact portion S when the path shape of the rail 34 is different, the schematic diagrams of FIGS. It explains using.

  FIG. 7A is a schematic diagram for obtaining the minimum required width W2 of the support member 32 (see FIG. 3A) of the first embodiment. In FIG. 7A, when obtaining the minimum required width W <b> 2 of the support material 32, first, the contact portion S of the support material 32 with the rail 34 is disposed at the movement start point P <b> 1 that is the start end of the rail 34. The path (form) of the rail 34 is determined in advance, and the direction of the moving direction vector A of the housing 20 is the same as the arrow X direction in FIG.

  Subsequently, the end of the moving direction vector A of the housing 20 and the end of the path of the rail 34 are arranged at the position of the contact portion S at the end of movement (movement end point P2). Here, a straight line connecting the start end P3 of the movement direction vector A of the housing 20 and the movement start point P1 is a straight line M representing the length direction of the support member 32.

  Subsequently, all the paths of the rail 34 are projected onto the straight line M in parallel with the moving direction vector A of the housing 20. At this time, the length of the line segment projected onto the straight line M becomes the minimum required width W2 of the support member 32. In the route form of the rail 34 shown in FIG. 7A, the movement direction vector B of the contact portion S in the support member 32 is from the movement start point P1 to the start end P3. The length of the movement direction vector B is as follows. Is the minimum required width W2 of the bearing member 32.

  FIG. 7B shows a rail 35 in which the bending angle of the path of the rail 34 (see FIG. 7A) is increased. In this case as well, the contact portion S of the support member 32 with the rail 35 is disposed at the movement start point P <b> 1 that is the starting end of the rail 35. In addition, the path | route (form) of the rail 35 is decided beforehand, and the direction of the moving direction vector C of the housing 20 is a diagonal direction rather than the moving direction vector A of Fig.7 (a).

  Subsequently, the end of the movement direction vector C of the housing 20 and the end of the path of the rail 35 are arranged at the movement end point P2. Here, a straight line connecting the start end P3 of the movement direction vector C of the housing 20 and the movement start point P1 is a straight line M representing the length direction of the support member 32.

  Subsequently, all the paths of the rail 35 are projected onto the straight line M in parallel with the moving direction vector C of the housing 20. At this time, the length of the line segment projected onto the straight line M becomes the minimum required width W3 of the support member 32. In the route form of the rail 35 shown in FIG. 7B, the movement direction vector D of the contact portion S in the support member 32 is from the movement start point P1 to the start end P3. The length of the movement direction vector D is as follows. Is the minimum required width W3 of the bearing member 32.

  FIG. 7C shows a rail 37 having a zigzag shape in which the rail 34 (see FIG. 7A) is folded back at three positions. Similarly, in such a case, first, the contact portion S of the support member 32 with the rail 37 is arranged at the movement start point P <b> 1 that is the starting end of the rail 37. Note that the direction of the moving direction vector E of the housing 20 is determined in advance.

  Subsequently, the end of the movement direction vector E of the housing 20 and the end of the path of the rail 37 are arranged at the movement end point P2. Here, a straight line connecting the start end P3 of the movement direction vector E of the housing 20 and the movement start point P1 is a straight line M representing the length direction of the support member 32.

  Subsequently, all the paths of the rail 37 are projected onto the straight line M in parallel with the movement direction vector E of the housing 20. At this time, the maximum length of the line segment projected onto the straight line M is the left end P4 projected to the leftmost position from the start end P3 of the moving direction vector E and the position farthest from the start end P3 to the right side. The distance to the projected right end P5 is the minimum required width W4 of the support member 32.

  In the route form of the rail 37 shown in FIG. 7C, the movement direction vector F of the contact portion S in the support member 32 is from the movement start point P1 to the start end P3. The length of this movement direction vector F Is the minimum required width W4 of the bearing member 32. Further, the contact portion S moves on the straight line M while changing the direction in the order of S1, S2, S3, and S4 as the casing 20 moves. Thus, even when the form of the rail 34 is different, the length direction of the support member 32 and the minimum necessary width W can be obtained by using the same procedure.

  On the other hand, in the building 10 shown in FIG. 1, the division position of the support member 12 and the housing 20 is not limited to the division position (referred to as C1) in the first embodiment. As an example, in FIG. 8, division positions C <b> 1 to C <b> 8 where the support member 12 and the housing 20 can be divided and set in the building 10 are indicated by broken lines.

  The division position C2 is set between the beam 14 and the slab 16, and the division position C3 is set below the beam 14. The division position C4 is set above the slab 24, the division position C5 is set between the beam 22 and the slab 24, and the division position C6 is set below the beam 22. The division position C7 is set between the beam 26 and the ceiling portion 28, and the division position C8 is set below the beam 26.

  Here, as shown in FIG. 9A, when the support member 12 and the housing 20 are divided at the dividing position C1, the beams 22, 26, the slab 24, and the ceiling portion 28 are provided on the housing 20 side, and are supported. The beam 14 and the slab 16 are provided on the member 12 side.

  On the other hand, as shown in FIG. 9B, when the support member 12 and the housing 40 are divided at the dividing position C2, the beams 22, 26, the slabs 16, 24, and the ceiling portion 28 are provided on the housing 40 side. The beam 14 is provided on the support member 12 side. In the case 40, the strength may be insufficient only by the slab 16, so the temporary beam 44 may be provided on the upper side of the slab 16.

  Further, as shown in FIG. 9C, when the support member 12 and the housing 42 are divided at the division position C3, the beams 14, 22, 26, the slabs 16, 24, and the ceiling portion 28 are provided on the housing 42 side. Thus, nothing is provided on the support member 12 side. Here, since the member that supports the rail 34 is only the support member 12, the temporary beam 48 may be installed over the support member 12 as a reinforcement. In addition, about the division | segmentation of the building 10 in division | segmentation position C4-C8, since it can respond using the temporary beam 48 similarly to C1-C3, description is abbreviate | omitted.

  Next, a second embodiment of the housing moving method and structure of the present invention will be described with reference to the drawings. Note that the same reference numerals as those in the first embodiment are given to the members that are basically the same as those in the first embodiment described above, and the description thereof is omitted.

  As shown in FIG. 12F, in the second embodiment, the first block 50A, the second block 50B, the third block 50C, the fourth block 50D, the fifth block 50E, the sixth block 50F, and the seventh block 50G. , And an eighth block 50H, a support member 12 (see FIG. 10), and support means 60 (see FIG. 10) provided between the support member 12 and the support member 50 to move the case 50. A case where the building 70 is constructed will be described. Note that the first block 50A to the eighth block 50H have columns, beams, slabs, and a ceiling portion, as in the first block 20A to the fourth block 20D of the first embodiment, but are not illustrated.

  FIG. 10 shows a state in which the housing 50 is moved by the support means 60 during the construction of the building 70 (see FIG. 12F). The housing 50 has a main body steel frame 52 assembled in accordance with the arrangement state of the support member 12. The support means 60 includes a plurality of rails 58 installed on the support member 12 and a plate-like support material 54 fixed to the lower surface of the main body steel frame 52. In addition, although the support means 60 is provided in multiple places in the lower surface side of the housing 50, since all are the same structures, the support means 60 of 1 place is demonstrated here.

  As shown in FIG. 11 (a), the rail 58 includes a plurality of straight rails 55 (55A to 55E) arranged at intervals in the arrow Y direction with the arrow X direction as the length direction, A plurality of irregularly shaped rails 56 (56A to 56E) arranged at intervals in the intersecting direction. And the housing 50 (refer FIG. 10) is arrange | positioned on the support member 12 by moving to the arrow Y direction after moving to the arrow X direction, ie, a two-way movement.

  As shown in FIG. 10, the support member 54 has a structure in which a fluororesin-based coating having a low friction coefficient is applied to the surface of a plate-like elastic member made of rubber. Here, since the rail 55 is shaped (in a straight line), the minimum required width in the arrow Y direction of the support member 54 when the housing 50 moves on the rail 55 in the arrow X direction is the width L2 of the rail 55. Is shorter.

  On the other hand, when the contact portion S between the support member 54 and the rails 58 (55, 56) is located at the intersection of the rails 55 and 56, the housing 50 can move in the direction of the arrow Y. The minimum required width of the support member 54 when the housing 50 moves on the rail 56 in the arrow Y direction is similar to the above-described length W1 of the support member 32 (see FIG. 3B). Can be obtained.

  First, the contact portion S of the support material 54 is disposed at the movement start point P <b> 1 that is the starting end of the rail 56. Then, the end of the moving direction vector Y of the housing 50 and the end of the path of the rail 56 are arranged at the movement end point P2. Subsequently, all the paths of the rail 56 are projected onto the rail 55 in parallel with the movement direction vector Y. Here, since the rail 56 does not have a zigzag shape, the length of the line segment from the movement start point P1 to the start end P3 of the movement direction vector Y is the minimum necessary width of the support member 54. Thus, when moving the housing 50 in two directions, the size (horizontal cross-sectional shape) of the support member 54 is determined by obtaining the minimum necessary width of the support member 54 in each direction.

  In addition, when moving the housing 50, you may provide the prevention wall which protrudes below and prevents the rail 55 or the rail 56 from slipping out in the both ends of the direction which cross | intersects the moving direction of the housing 50 of the support material 54. In this case, the prevention wall is configured to be detachable from the support member 54. When the support member 54 moves on the rail 55, it is attached to the support member 54 so as to sandwich the rail 55, and the support member 54 moves on the rail 56. When it moves, it is attached to the support material 54 so as to sandwich the rail 56.

  Next, the operation of the second embodiment of the present invention will be described.

  As shown in FIG. 12A, a plurality of support members 12 are erected on the ground 11 in a planned construction area of a building 70 (see FIG. 12F) by the same procedure as in the first embodiment. And after installing a beam (illustration omitted) between the some support members 12, concrete is laid and the slab 16 is formed.

  Subsequently, the temporary gantry 36 is constructed using steel and concrete in an area adjacent to the construction planned area of the building 70. The height of the temporary gantry 36 is the same as the upper surface of the slab 16, and the width of the temporary gantry 36 is about one span of the beam. Then, rails 55 and 56 are arranged on the upper surface of the temporary gantry 36 and the upper surface of the slab 16 so as to connect the plurality of support members 12 with lines, and are fastened and fixed with bolts. Here, the rail 55 (55A to 55E) is in a straight-line shaped state, and the rail 56 (56A to 56E) is in an unshaped state that is bent in a plan view.

  Subsequently, on the temporary gantry 36, a column is erected and a beam is erected, and concrete is cast to form a slab and a ceiling portion, and a first block 50A that is a part of the housing 50 is constructed. And after arrange | positioning the some support material 54 (refer FIG. 10) on the rail 55 (55C-55E) of the temporary construction base 36, the 1st block 50A is lifted with the crane which is not shown in figure, and is mounted on the support material 54. The support member 54 is fixed to the lower surface of the column 18 and the main body steel frame 52 (see FIG. 10) by welding or bolt fastening.

  Subsequently, as shown in FIGS. 12B and 12C, the first block 50 </ b> A is moved from the temporary gantry 36 to the rail 55 on the slab 16, and the second block 50 </ b> B is constructed on the temporary gantry 36. And the 2nd block 50B is mounted on the rail 55 of the temporary construction base 36 via the support material 54, and the 1st block 50A and the 2nd block 50B are connected. Further, the third block 50C and the fourth block 50D are constructed by the same procedure, and the first block 50A to the fourth block 50D are connected and integrated.

  Subsequently, as shown in FIGS. 12C and 12D, the connected first block 50A to fourth block 50D are moved in the arrow Y direction. Here, as shown in FIG. 10, the support member 54 changes the support position (position of the contact portion S) of the housing 50 in the direction intersecting the moving direction (arrow Y direction) of the housing 50, and the irregular shaped rail. Sliding along the path 56, the housing 50 is moved onto the support member 12. Then, when the movement of the casing 50 to the predetermined position is completed, the pillar 18 of the casing 50 is disposed on the support member 12.

  Thus, when the casing 50 is moved in two directions from the temporary gantry 36 (see FIG. 12), even if the rail 56 that is one of the moving paths is an irregular path, the bearing material 54 is an irregular rail. Since the housing 50 is moved onto the support member 12, the housing 50 can be moved to the target position.

  Further, since the length of the support member 54 is longer than the minimum required width that is the amount of movement in the direction intersecting with the moving direction of the housing 50 determined by the path of the rail 56, the support member 54 is detached from the upper surface of the rail 56 to the outside. Disappears. Thereby, even if the rail 56 which is one moving path of the housing 50 is bent in a plurality of directions, the housing 50 can be moved to a target position along a predetermined moving direction.

  Subsequently, as shown in FIG. 12 (d), on the temporary gantry 36, a column is erected and a beam is erected and concrete is cast to form a slab and a ceiling portion. A fifth block 50E is constructed.

  Subsequently, as shown in FIGS. 12D to 12F, the fifth block 50E is moved, the sixth block 50F is constructed, and the sixth block 50F is constructed in the same manner as the construction of the first block 50A to the fourth block 50D. 5 block 50E and 6th block 50F connection and movement, 7th block 50G construction, 6th block 50F and 7th block 50G connection and movement, 8th block 50H construction, 7th block 50G and 8th block 50H Are connected and moved.

  Subsequently, the first block 50A to the eighth block 50H are connected and integrated, and these are raised by a hydraulic jack (not shown) to remove the rails 55 and 56 from the slab 16. Then, the building 70 is constructed without affecting the existing railway T by lowering the hydraulic jack and placing and fixing the support material 54 on the support member 12.

  Thus, the housing 50 can be moved in two directions by using the support means 60 including the rail 58, one of which is the shaped rail 55 and the other is the shaped rail 56, and the support material 54. For example, as shown in FIG. 11 (b), the case is moved even when rails 62 that are irregular rails 64 (64 A to 64 E) and 66 (66 A to 66 E) are used in both directions. Can be made. In this case, a plate-like support member having one width longer than the minimum required width obtained from the path of the rail 64 and the other width longer than the minimum required width obtained from the path of the rail 66 may be used. When one of the rails 62 is desired to be a shaped rail, the temporary beam 68 (and the rail) is set parallel to the rails 64 </ b> D and 64 </ b> E extended from the temporary frame 36 to the beam laid on the support member 12. What is necessary is just to provide.

  Next, a third embodiment of the housing moving construction method and structure of the present invention will be described with reference to the drawings. Note that the same reference numerals as those in the first and second embodiments are given to the same members as those in the first and second embodiments described above, and the description thereof is omitted.

  FIG. 13 shows the configuration of a support means 80 provided in place of the support means 60 of the second embodiment. The support means 80 is provided between the rails 55, 56 arranged in different directions, the support member 84 that slides on the rail 55 or the rail 56, and the rails 55, 56 provided on the lower surface of the frame 50 (main body steel frame 52). And a holding member 82 that slidably holds the support member 84. In addition, although the support means 80 is provided in multiple places on the lower surface side of the housing 50, since all are the same structures, the support means 80 of one place is demonstrated here.

  As shown in FIGS. 13 and 14A, the support member 84 includes an elastic portion 84A made of columnar rubber, and a disk-like sliding portion made of a fluororesin bonded to the upper and lower surfaces of the elastic portion 84A. 84B and 84C. The horizontal width of the elastic portion 84A and the sliding portion 84C is smaller than the width of the rail 55 and the rail 56 in plan view, and the horizontal width of the sliding portion 84B is within the peripheral wall portion 82B of the holding member 82. It is the width that can be arranged in.

  The holding member 82 includes a plate-like portion 82A that is fixed to the lower surface of the main body steel frame 52, and a peripheral wall portion 82B that protrudes downward from the periphery of the plate-like portion 82A. An engagement hole 83 is formed at a predetermined position of the plate-like portion 82 </ b> A, and a stopper 86 made of a plate material is engaged with the engagement hole 83. Further, the width L3 in the arrow X direction of the region surrounded by the peripheral wall portion 82B of the plate-like portion 82A is longer than the movement amount (minimum necessary width) in the direction intersecting the movement direction of the housing 50 determined by the path of the rail 56. It has become. In addition, since the width L3 is calculated | required in the procedure similar to the minimum required width | variety of the support material 54 (refer FIG. 10) of 2nd Embodiment, description is abbreviate | omitted.

  On the upper surface of the rail 56, a pair of prevention walls 57 (57 </ b> A and 57 </ b> B) as second walls are provided at both ends in a direction intersecting the length direction (arrow K direction) of the rail 56. Since the rail 56 is not shaped, the prevention wall 57 is provided, and the rail 55 is shaped so that the prevention wall 57 is not provided. However, the rail 55 may also be provided with a prevention wall.

  Here, the sliding portion 84C of the support member 84 is placed on the rail 55, and the sliding portion 84B is disposed in the peripheral wall portion 82B of the holding member 82 so as to come into contact with the lower surface of the plate-like portion 82A. 50 is movably supported on rails 55 and 56. The contact surface between the rail 55 and the sliding portion 84C is the first contact surface, and the contact surface between the sliding portion 84B and the inner wall of the holding member 82 is the second contact surface.

  Next, the operation of the third embodiment of the present invention will be described.

  As shown in FIG. 14A, before the casing 50 is moved in the arrow X direction, the stopper 86 is engaged with the engaging hole 83 of the holding member 82 to fix the support member 84, and the casing 50 is fixed in the arrow X direction. Move to. At this time, movement of the support member 84 in the width direction of the rail 55 (direction intersecting the arrow X direction) is suppressed by the peripheral wall portion 82B of the holding member 82, and movement in the arrow X direction is suppressed by the stopper 86. Therefore, it slides on the rail 55 without dropping from the rail 55 and the holding member 82. Thereby, the housing 50 can be moved in the arrow X direction.

  Subsequently, as shown in FIG. 14B, the stopper 86 is removed when the support member 84 is located at the intersection of the rail 55 and the rail 56. Then, the housing 50 is moved in the direction intersecting the arrow X direction (the depth direction in FIG. 14). At this time, the support member 84 moves on the irregularly shaped rail 56 along the prevention wall 57 and slides on the lower surface of the plate-like portion 82A of the holding member 82 in the direction of the arrow -X to change the support position. The housing 50 is moved onto the support member 12 (see FIG. 10). Thereby, irrespective of the installation state of the support member 12 and the rails 55 and 56, the housing 50 can be moved in the direction crossing the arrow X direction.

  As described above, in the third embodiment, the support member 80 is used so that the support member 84 is interposed between the rails 55 and 56 and the holding member 82 and is wider than the rails 55 and 56 and the holding member 82. The narrow sliding portions 84B and 84C slide, so that a wider sliding surface (contact surface) is not required as compared with the case where the plate-like support material and the rail are brought into contact with each other. Further, in the support member 84, the frictional force between the support member 84 and the rails 55 and 56 and the friction force between the support member 84 and the holding member 82 are reduced by the sliding portions 84B and 84C. It becomes easy.

  Furthermore, peripheral wall portions 82 </ b> B as a pair of first wall bodies are provided at both ends of the holding member 82 in the direction intersecting the length direction (arrow X direction), and intersect the length direction of the rail 56. Since the prevention walls 57 as a pair of second walls are provided at both ends in the direction, movement of the upper portion of the support member 84 in the direction intersecting the arrow X direction is suppressed by the pair of peripheral wall portions 82B. The lower part of the support member 84 is restrained from moving in the arrow X direction by a pair of prevention walls 57. Thereby, it is possible to prevent the support member 84 from coming out of the holding member 82 and the rail 56.

  Next, a fourth embodiment of the housing moving construction method and structure of the present invention will be described with reference to the drawings. The same reference numerals as those in the first to third embodiments are given to the basically same members as those in the first to third embodiments, and the description thereof is omitted.

  FIG. 15 shows the configuration of a support means 90 provided in place of the support means 80 of the fourth embodiment. The support means 90 includes a convex member 92 having convex portions 92B projecting horizontally from both side surfaces of a plate-like shaft portion 92A projecting downward from the lower surface of the housing 50 (main body steel frame 52), rails 55 and 56, and The support member 94 is provided with a concave portion 95 that encloses the convex portion 92B. The convex member 92 has an inverted T-shaped cross section in a direction intersecting with the arrow X direction (the length direction of the rail 55). In addition, although the support means 90 is provided in multiple places on the lower surface side of the housing 50, since all are the same structures, the support means 90 of one place is demonstrated here.

  The support member 94 includes a main body portion 94A made of a rectangular parallelepiped elastic body (rubber or the like) in which a concave portion 95 is formed, and a columnar sliding portion 94B provided on the lower surface side of the main body portion 94A. The sliding portion 94 </ b> B is formed by forming a fluorine-based resin into a columnar shape, and has a width smaller than the width of the rail 55 in the direction intersecting the arrow X direction, and is placed on the rail 55. Further, the concave portion 95 penetrates the main body portion 94A in the arrow X direction.

  On the other hand, in the convex member 92, engagement holes (not shown) in which a pair of stoppers 96A and 96B made of a plate material can be attached and detached are formed at intervals in the arrow X direction. The size of this interval is slightly larger than the width of the main body portion 94A of the support member 94 in the arrow X direction. Here, when the stoppers 96 </ b> A and 96 </ b> B are engaged with the engagement holes and arranged outside the side surface of the support member 94, the movement of the support member 94 in the direction of the arrow X is suppressed.

  The length L4 of the convex member 92 in the arrow X direction is longer than the movement amount (minimum required width) in the direction intersecting the movement direction of the housing 50 determined by the path of the rail 56. Note that the length L4 is determined in the same procedure as the minimum required width of the support member 54 (see FIG. 10) of the second embodiment, and thus the description thereof is omitted.

  Here, the sliding portion 94B of the support member 94 is placed on the rail 55, and the concave portion 95 of the support member 94 is extrapolated to the convex portion 92B of the convex member 92, so that the housing 50 moves on the rails 55 and 56. Supported as possible.

  Next, the operation of the fourth exemplary embodiment of the present invention will be described.

  As shown in FIG. 15, before moving the casing 50 in the arrow X direction, stoppers 96A and 96B are engaged with engagement holes (not shown) of the convex member 92 to fix the support member 94, and the casing 50 is moved to the arrow. Move in the X direction. At this time, movement of the support member 94 in the width direction of the rail 55 (direction intersecting the arrow X direction) is suppressed by contact with the convex member 92, and movement in the arrow X direction is suppressed by the stoppers 96A and 96B. Therefore, it slides on the rail 55 without dropping from the rail 55 and the convex member 92. Thereby, the housing 50 can be moved in the arrow X direction.

  Subsequently, when the support member 94 is located at the intersection of the rail 55 and the rail 56, the stoppers 96A and 96B are removed. Then, the housing 50 is moved in the direction intersecting the arrow X direction (the depth direction in FIG. 15). At this time, the support member 94 moves on the irregularly shaped rail 56 along the prevention wall 57 and slides and moves the convex portion 92B of the convex member 92 in the direction of the arrow -X to change the support position. Is moved onto the support member 12 (see FIG. 10). Thereby, irrespective of the installation state of the support member 12 and the rails 55 and 56, the housing 50 can be moved in the direction crossing the arrow X direction.

  As described above, in the fourth embodiment, by using the support means 90, even if the position of the support member 94 with respect to the convex member 92 may be shifted due to an earthquake or the like, the support member 94 is placed on the convex portion 92 </ b> B of the convex member 92. Since the support member 94 is held in contact with the wall of the recess 95, the support member 94 can be prevented from coming off.

  Next, a fifth embodiment of the housing moving method and structure of the present invention will be described with reference to the drawings. In addition, the same code | symbol as the said 1st-4th embodiment is provided to the fundamentally same member as the 1st-4th embodiment mentioned above, and the description is abbreviate | omitted.

  FIG. 16A shows a state in which the housing 100 is moved from the temporary gantry 36 onto the support member 12 using the support means 110. The housing 100 is constructed by laying a temporary beam 102 on the lower end of the column 18 in the housing 20 (see FIG. 1) of the first embodiment. The housing 100 has a configuration in which the first block 100A, the second block 100B, and the third block 100C constructed for each span of the beams 22 and 26 are connected.

  As shown in FIG. 17A, the support means 110 is fixed to the lower surface of the temporary beam 102 (frame 100) by welding or the like, and fixed to the upper surface of the support member 12 with bolts (not shown). The rail 112 slides (slids) on the support material 114 as the housing 100 moves. In addition, although the support means 110 is provided in multiple places in the lower surface side of the housing 100, since all are the same structures, the support means 110 of 1 place is demonstrated here.

  The support member 114 includes a plate member 114A in which a fluororesin-based coating having a low friction coefficient is applied to the surface of a plate-like elastic member made of rubber, and prevention walls 114B provided upright at both ends in the length direction of the plate member 114A. It consists of The length of the portion sandwiched between the prevention walls 114B at both ends and to which the rail 112 can freely move is defined as the length L5 of the support member 114.

  On the other hand, as shown in FIG. 17B, the rail 112 includes a rail 112A provided on the lower surface of the first block 100A of the housing 100, a rail 112B provided on the lower surface of the second block 100B, and a third block. The rail 112C is provided on the lower surface of 100C. In addition, the installation location of the rail 112 to the housing can be changed according to the division position of the building to be constructed. For example, as shown in FIG. 16 (b), the rail 112 is installed on the lower surface of the housing 40. Alternatively, as shown in FIG. 16C, a rail 112 may be installed on the lower surface of the housing 42.

  Here, as shown in FIGS. 17A and 17B, the length L5 of the support member 114 is a movement amount in a direction intersecting with the movement direction (arrow X direction) of the housing 100 determined by the path of the rail 112. It is preset so as to be longer than a certain length W5. The length W5 is a line (broken line) Q parallel to the arrow X direction through the movement start point P1 on the support member 12 provided closest to the temporary gantry 36, and the farthest from the temporary gantry 36. It is equal to the distance from a straight line (broken line) R parallel to the arrow X direction through the movement end point P2 on the provided support member 12.

  Next, the operation of the fifth exemplary embodiment of the present invention will be described.

  As shown in FIG. 16A, the first block 100A is constructed and moved in the direction of the arrow X on the temporary gantry 36, and similarly, the second block 100B and the third block 100C are constructed and moved in sequence, 100 is built on the support member 12.

  Here, as shown in FIG. 17B, since the support member 114 having a length L5 longer than the minimum required width W5 is provided on each support member 12, the housing 100 is moved. Even if the rails 112A and 112B that are not parallel to the direction of the arrow X, which is the direction, move, they will not come off from the support material 114. Thereby, the casing 100 can be moved to the target position regardless of the installation state of the support member 12.

  In addition, since the support member 114 is provided on each support member 12, it is not necessary to lay the rail 112 between the plurality of support members 12, so that the support member 12 is scattered and it is difficult to lay the rail 112. Even if it is a difficult place, the housing 100 can be moved.

  Next, a sixth embodiment of the housing moving method and structure of the present invention will be described with reference to the drawings. Note that the same reference numerals as those in the first to fifth embodiments are given to the basically same members as those in the first to fifth embodiments, and the description thereof is omitted.

  FIG. 18A shows a state in which the support means 120 is provided on the lower surface side of the housing 100. In addition, although the support means 120 is provided in multiple places in the lower surface side of the housing 100, since all are the same structures, the support means 120 of one place is demonstrated here. Moreover, the moving direction of the housing 100 is set to two directions of the arrow X direction and the arrow Y direction (refer FIG.18 (c)).

  The support means 120 includes a first support means 122 fixed to the lower surface of the temporary beam 102 by welding or the like, and a rail base 124 made of H-shaped steel laid on the support member 12 (see FIG. 17A). The second support means 126 is provided.

  The first support means 122 is sandwiched between the first rail member 122A made of a stainless steel plate having a width narrower than that of the temporary beam 102 and the two first rail members 122A, and is arranged in series. And a first support member 122B having the same width as 122A.

  The first support member 122B is made of a plate material in which a surface of a plate-like elastic member made of rubber is coated with a fluororesin-based coating having a low friction coefficient. The length L6 of the first support member 122B is set in advance so as to be longer than the movement amount in the direction intersecting the movement direction (arrow Y direction) of the housing 100 determined by the path of the second support means 126. . This movement amount is parallel to the arrow Y direction through the movement start point of the first support means 122 on the rail base 124 and parallel to the arrow Y direction through the movement end point on the rail base 124. Equal to the distance from the straight line.

  On the other hand, as shown in FIGS. 18A and 18B, the second support means 126 includes a second support member 126A having a width that is equal to or slightly wider than the first rail member 122A and the first support member 122B, And a second rail member 126B made of a stainless steel plate continuously provided on the second support member 126A. 126 A of 2nd support materials are comprised by the board | plate material which gave the fluororesin-type coating with a low friction coefficient to the surface of the plate-shaped elastic member which consists of rubber | gum. Here, when the movement of the casing 100 in the arrow X direction is completed, the first support member 122B is arranged on the second support member 126A.

  Next, the operation of the sixth embodiment of the present invention will be described.

  As shown in FIGS. 18A and 18B, when the housing 100 moves in the arrow X direction, the first rail member 122A moves while sliding on the second support member 126A. Then, when the movement of the housing 100 is completed, the first support member 122B is disposed on the second support member 126A.

  Subsequently, as shown in FIG. 18C, when the housing 100 moves in the arrow Y direction, the first support member 122B moves from the second support member 126A to the second rail member 126B. Here, since the length L6 of the first support member 122B is longer than the minimum necessary width for movement, the casing 100 is moved to the target position without coming off from the second rail member 126B. Can do.

  As described above, the support means 120 is arranged so that the first rail member 122A is on the upper side and the second support member 126A is on the lower side in the movement in the arrow X direction of the casing 100. By arranging the first support member 122B on the upper side and the second rail member 126B on the lower side, the casing 100 can be moved in the arrow X and Y directions.

  Next, a seventh embodiment of the housing moving method and structure of the present invention will be described with reference to the drawings. The same reference numerals as those in the first to fifth embodiments are assigned to the basically same members as those in the first to sixth embodiments, and the description thereof is omitted.

  FIG. 19A shows a state in which the support means 130 is provided on the lower surface side of the housing 100. In addition, although the support means 130 is provided in multiple places in the lower surface side of the housing 100, since all are the same structures, the support means 130 of one place is demonstrated here. Moreover, the moving direction of the housing 100 is set to two directions of the arrow X direction and the arrow Y direction (refer FIG.19 (c)).

  The support means 130 includes a third rail member 132 fixed to the lower surface of the temporary beam 102 by welding or the like, a fourth rail member 134 provided on the rail base 124, the third rail member 132, and the fourth rail member. It is comprised with the support material 84 clamped by 134. FIG.

  The third rail member 132 includes a rail 132A made of a stainless steel plate having a width smaller than that of the temporary beam 102, and a prevention wall 132B projecting downward from both ends of the rail 132A in the Y direction. The upper surface of the sliding portion 84B of the support member 84 is in contact with the lower surface of the rail 132A.

  On the other hand, the fourth rail member 134 has a rail 134A made of a stainless steel plate having a width narrower than the width of the rail base 124, and a prevention wall 134B protruding upward from both ends in the arrow X direction of the rail 134A. The lower surface of the sliding portion 84C of the support member 84 is in contact with the upper surface of the rail 134A. The rail 134A can be attached or removed at a predetermined position where the third rail 132 moves upward, with a stopper 136 (see FIG. 19B) made of a set of plate materials sandwiching the support member 84 therebetween. It has become.

  The length of the third rail member 132 is longer than the moving amount (length L7) in the direction intersecting the moving direction of the casing 100 (here, the arrow Y direction) determined by the path of the fourth rail member 134. This amount of movement (length L7) passes through the movement start point of the fourth rail member 134 on the rail base 124 and passes through the straight line parallel to the arrow Y direction and passes through the movement end point on the rail base 124. It is equal to the distance from the straight line parallel to the Y direction.

  Next, the operation of the seventh exemplary embodiment of the present invention will be described.

  As shown in FIG. 19B, the stopper 136 is attached to the fourth rail member 134 before the housing 100 moves in the arrow X direction. Accordingly, the support member 84 is restrained from moving in the arrow X direction by the prevention wall 134 </ b> B on the fourth rail member 134, and is restrained from moving in the arrow Y direction by the stopper 136. Further, the support member 84 is prevented from moving in the arrow Y direction in the third rail member 132 by the prevention wall 132B, but can move in the arrow X direction. For this reason, when the housing 100 moves in the arrow X direction, the third rail member 132 moves in the arrow X direction while sliding on the support member 84.

  Subsequently, as illustrated in FIG. 19C, when the movement of the casing 100 in the arrow X direction is finished and the casing 100 moves in the arrow Y direction, the stopper 136 is removed from the fourth rail member 134. Thereby, the support member 84 can move in the arrow Y direction on the fourth rail member 134. Further, the support member 84 can move in the direction of the arrow X in the third rail member 132. For this reason, when the housing 100 moves in the arrow Y direction, the support member 84 moves in the arrow Y direction along the fourth rail member 134 and is opposite to the arrow X direction with respect to the third rail member 132 ( -X direction).

  Here, since the length of the third rail member 132 is longer than the movement amount L7 that is the minimum necessary width for movement, even if the support member 84 moves along the fourth rail member 134, The movement of the three-rail member 132 is not suppressed. For this reason, the housing 100 can be moved to the target position.

  In addition, this invention is not limited to said embodiment.

  The support material 32 may be a Teflon (registered trademark) plate, and the rail 34 may be a stainless steel plate attached to the upper surface of the upper flange portion. Further, the division of the housing in the buildings 10 and 70 is not limited to four divisions or eight divisions, and may be set by two or more divisions according to the arrangement state of the support member 12. Furthermore, in the movement of the housings 50 and 100, the movement may be performed in the arrow X direction after first moving in the arrow Y direction according to the installation position of the temporary construction base 36.

10 Building (structure)
11 Ground (installation site)
12 Support member (support member)
20 body (body)
30 Support means (support means)
32 Support materials (support materials, support means)
32A Prevention wall (Prevention wall)
34 rails (rails, support means)
36 Temporary gantry (Temporary gantry)
50 box (box)
55 rails (rails, support means)
56 rails (rails, support means)
57 Prevention wall (second wall)
60 Support means (support means)
80 Support means (support means)
82 Holding member (holding member)
82B Perimeter wall (first wall)
84 Support materials (support materials, support means)
84B Sliding part (frictional force reducing member)
84C sliding part (frictional force reducing member)
90 Support means (support means)
92 Convex member (convex member)
92A Shaft (shaft)
92B Convex part (convex part)
94 Bearing material (bearing material)
95 Recess (recess)
100 box (box)
110 Support means (support means)
112 rail (rail, support means)
114 Support material (support material, support means)
120 Support means (support means)
130 Support means (support means)

Claims (9)

In the chassis moving method of moving the chassis constructed with the temporary gantry to the support member provided at the installation site,
Support means for changing a support position in a direction crossing the moving direction of the housing is provided between the support member and the housing, and the housing is placed on the support member while changing a support position in a direction crossing the moving direction of the housing. Body moving method to move to. The support means is
A rail constructed on the support member;
A support member that is provided on a lower surface of the housing and has a length that is longer than a moving amount in a direction intersecting a moving direction of the housing determined by a path of the rail, and that slides on the rail;
The housing moving method according to claim 1, comprising: The support means is
A rail provided on the lower surface of the housing;
A support member provided on the support member, having a length longer than a movement amount in a direction intersecting a movement direction of the housing determined by a path of the rail, and the rail sliding;
The housing moving method according to claim 1, comprising:   The housing moving construction method according to claim 2 or 3, wherein an escape prevention wall for preventing the rail from coming out is provided at both ends in the length direction of the support material. The support means is
A rail constructed on the support member;
A bearing material that slides on the rail;
A holding provided on the lower surface of the housing and having a length longer than a movement amount in a direction intersecting with a moving direction of the housing determined by a path of the rail, and slidably holding the support material between the rails. Members,
The housing moving method according to claim 1, comprising:   The frictional force reducing member for reducing a frictional force is provided on the first contact surface between the bearing member and the rail and the second contact surface between the bearing member and the holding member. Housing moving method.   A pair of first wall bodies are provided at both ends in a direction intersecting the length direction of the holding member, and a pair of second wall bodies are provided at both ends in a direction intersecting the length direction of the rail. The housing moving construction method according to claim 5 or claim 6. The support means is
A convex member provided with convex portions projecting horizontally from both side surfaces of the shaft portion projecting downward from the lower surface of the housing;
A rail constructed on the support member;
A support member that is formed with a recess containing the protrusion and slides on the rail;
The housing moving method according to claim 1, comprising: A support member arranged in a non-grid pattern on the installation site;
A housing that has been moved from the temporary gantry onto the support member using the housing moving construction method according to any one of claims 1 to 8,
A structure having

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