TWI356115B - Unit building - Google Patents

Description

1356115 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a unit building. [Prior Art] In the early buildings, '曰本本开平8_3〇2823 (3 pages, Fig. 2/Document 1) is the building unit of the welded frame and the beam frame structure of the beam. The column legs are joined to the base with pins. Further, as disclosed in Japanese Laid-Open Patent Publication No. Hei 8-199689 (Patent Document 2), the rigidity of the frame structure of the building unit formed by the frame structure formed by the rigid interface frame and the beam is set, and a table shape is formed between the ceiling mark and the floor raft. Reinforce the frame. As shown in Japan’s Shigosho 51-45847 (patent document 3), in the unit building, there is a building block between the upper and lower buildings, and the floor of the upper floor is added to the ceiling of the ceiling beam. Plate with these beams to prevent the floor from being a singer. In addition, as for the Japanese invention patent 333〇4〇9 (the patent document is contained in the unit building, there is a floor beam of the upper floor building unit and the ceiling beam of the lower floor building unit) The bonding plate is combined with the base materials to improve the rigidity of the floor beam and the ceiling beam. Moreover, as a joint structure of the unit building, the special structure of the 499H (Patent Document 5) is to be adjacent to each other. The pipe string of the side of the building unit is joined to each other. The joint structure of Patent Document 5 is disposed by the (four) cap member disposed on the square pipe column and disposed opposite to the nut member and disposed on the other tubular string. ^The nut member, in the gap between the two columns, 92843-990621.doc is 15 screwed to the screw member of the two nut members, and the round tubular partition on the screw member. 'As a wide-continuous Japanese hair flat 70 building that can form an elliptical column, such as the monthly patent 326〇266 (the adjacent building materials contained in the patent document q are set in mutual pairs: corners) to omit the column The joint is docked and set The column was omitted i; > set of σ ° Jie - Construction of early Wu party side of the building to the ceiling girder-side side of the other party, complement-% ^ was early days of plate girder side of piece goods

Around the column, one part of the reinforcing beam is joined to the building unit 2 on the side, and the other end of the reinforcing beam is joined to the unit building formed around the column of the building unit on the other side. In the prior art of Patent Document i, since the rigidity of the beam is small, even if the section of the column is strengthened, the column foot may still rotate toward the base, and the horizontal rigidity of the building cannot be improved. Therefore, it is necessary to attach ten pillars to the wall or attach a horizontal panel to the ceiling. This phenomenon will be a cause of limited design and high cost of the building. Further, in Patent Document 2, since a reinforcing frame of a table shape is provided between the ceiling beam of the building unit and the floor beam, the reinforcing frame becomes a complicated member that needs to be joined to the both ends of the horizontal member in advance, and the reinforcing frame is The horizontal members overlap the ceiling beams of the building unit. Further, in Patent Documents 3 and 4, only the upper and lower beams (the floor beam and the sky 7b plate) are simply joined to each other at the intermediate portion thereof, and the rigidity of the two beams is not strengthened to improve the durability against the vertical load. And to strengthen the rigidity of the frame body as a building unit to make reasonable considerations for the durability of the horizontal load. 92843-990621.doc Further, in the joint structure of Patent Document 5, there are the following problems: (1) It is necessary to weld the first nut member to the adjacent construction in the case of the first ten building unit <1^. The pipe string of the old (four) Du unit, screwing the screw member to the mesh member of the brother 1 and the conveying of the building unit to the installation of the building unit. Therefore, the production is poor, and the rationality is in the case of the protection and the P segment. Also bad.蝉I) Component\Where the partition is covered at the building site—the rear of the building unit = the component can be installed to make the other building close to the square building. Therefore, the installation of the building unit is poor. * (疋) (4) The wrench of the second nut member of the screw member is separated by the gap between the two columns of the phase unit, or even from the spacer to the second nut member. Further, in the prior art of Patent Document 6, there is the following problem: (") in the same plane including the joint portion of the ellipsis column of the two building units, and placed in the ellipsis column When the reinforcing beam is added to the ceiling beam of the corner, the reinforcing beam will become the long beam of the building unit side of the building side and the side of the building unit on the other side. The difficulty in management and construction of the material is equivalent. (2) Since the reinforcing beam is added to the outside of the ceiling beam, extra space for the reinforcing beam must be reserved around the two building units. When two building units are to be installed next to each other, 'must be A gap sufficient to arrange a reinforcing beam is provided between other building units. SUMMARY OF THE INVENTION An object of the present invention is to improve the horizontal rigidity of a unit building. Another object of the present invention is to improve the vertical rigidity of a unit building. 92843-99062I.doc The date of this issue is $·Κ _ ^ The problem lies in the fact that in a single building forming a wide continuous space of elliptical columns, the strength of the elliptical column can be easily reinforced. The frame is formed by a frame structure composed of a joint column and a beam. The structure is sturdy and fixed in the unit building formed by the foundation, and the structure: the column foot of the raft is rigidly joined to the foundation, and is at the foot of the building unit. A slanting member is provided between the slabs of the slabs of the slabs, or between the studs and the inter-toiles of the floor beams. The sap is a unit formed by tying the building elements of the joint columns and the floor beams and the ceiling beams to the foundation. In the building, the pillars of the building unit are connected to the base ′ and the corners of the ellipsis column that are set by each of the adjacent building units are arranged opposite to each other to omit the joints of the columns. 3, in the same plane of the joint portion of the adjacent column of the adjacent building unit, the ceiling beam disposed at the corner of the 5H elliptical column is used as the connecting ceiling beam': the joint of the adjacent column of the adjacent building unit Department, will be connected to the sky [Embodiment] The unit building 1 of Fig. 1 and Fig. 2 supports the lowermost building unit 20 in the base 1G. The superstructure is sequentially mounted on the lowermost building unit 2 (). The unit units 30 and 40 are constructed. That is, the unit building 1 is constructed by arranging a plurality of building units 2, 3, and 4 adjacent to each other in the horizontal direction and the vertical direction. As shown in Fig. 3, the object unit 30, 40 is a bone frame structure in which a corner steel pipe column 21, a steel floor beam 22, and a steel ceiling beam 23 are joined into a box shape. 2 〇 is attached to the lower end of the column 21 via the joint / 92943-990621.doc 1356115 to cut the welded floor beam 22, and the upper end of the column 21 is connected by welding and the ceiling (four). Building unit 2〇 can omit floor assistance. In the early morning building i, a plurality of building units 2 can be stacked in a vertical direction to form a unit building of a medium-rise building such as a 3rd floor building. Unit building] You can also smash the building unit 2 at least! The corner portions are formed so as to omit the corner portions of the pillars, and the plurality of building units of the elliptical columns thus configured are adjacently joined to each other, so that the corner portions of the elliptical columns of the building units of the elliptical columns are butted against each other to form an elliptical column. A building unit that omits the column of the joint. As shown in Fig. 4 and Fig. 5, the foundation 10 is attached to the entire foundation of the concrete system, and the base structure (4) of the steel bolt 12@^ steel is supported by the lowermost building unit 20 at the upper portion of the base structure (4). The lowermost building unit 20 is provided with the floor beam 22 omitted, and the steel ceiling beam 23 is framed between the upper ends of the four corner steel pipe tubes (four), and the end portion of the ceiling beam 23 is exposed to the upper end of the column 21. (4) Structure. A joint 23J (Fig. 7) is welded to the upper end of the column 21, and the end of the welded web 23 is welded to the joint 23J. Further, the lowermost building unit 20 may further have a profiled floor beam 22 framed at the lower end of the column 21, and the end of the floor beam 22 is rigidly joined to the lower end of the column 2 1 .

The upper building unit 3〇(4〇) also has a steel ceiling beam 33 (43) framed between the upper ends of the four corner steel pipe columns 31 (41), and the end of the ceiling beam 33 is rigidly joined to the column. The upper end portion of the frame 31 is framed between the lower end portions of the column 31 and the end portion of the floor beam 32 is rigidly joined to the frame structure constituted by the lower end portion of the column 31. The joints 33J (not shown) and 32J (Fig. 7) are welded to the upper end portion and the lower end portion of the column 31, and the end portions of the ceiling beam 33 and the floor beam 32 are welded to the joints 33J and 32J 92843-990621.doc 1356115, respectively. In the unit building 1, 'the ceiling beam 23 of the lowermost building unit 2 and the floor beam 32 of the upper building unit 30 are superimposed and overlapped between the lowermost building unit 20 and the upper building unit 30, on the upper floor The ceiling beam 33 of the upper building unit 30 and the floor beam 42 of the upper building unit 4 are disposed between the building unit 30 and the upper building unit 4'. However, the unit building 1 can be strengthened by applying the construction methods I, n, m, IV, and v, respectively. Construction method I foundation and column rigid joint structure, construction method II is the upper and lower beam joint structure, construction method III is adjacent column joint structure, construction method IV is oblique member reinforcement structure, and construction method V system column is omitted reinforcement structure. (Construction I: foundation-column rigid joint structure) (Fig. 4, Fig. 5) The construction method I is applied between the foundation 10 and the lowermost building unit 2〇 (Fig. 1, Fig. 2), and the lowermost building unit 2 The leg 21F of the cymbal column 21 is joined to the base 10 in a substantially good position (Fig. 4). As shown in FIG. 5, the base 10 is welded to the upper end portion of the base structure 丨3, and the mounting fitting 24 which is welded and fixed to the leg 21F of the lowermost building unit 2 is a high-strength bolt. The cymbal 5 is joined to the mounting fitting 14 in a substantially good position. According to the construction method I', in the unit building 1, the pillar 21F of the lowermost building unit 2 is joined to the foundation 1F in a substantially good position, and the rotation of the pillar 21F of the foundation 10 can be suppressed, and the building can be lifted. The horizontal rigidity of unit 2 〇. 9428-990621.doc •10· 1356115 to improve the horizontal rigidity of the building unit 20, neither need to strengthen the section of the column 21, nor need to add a center pillar or horizontal struts, not only increase the degree of freedom of the design of the building unit 20, And can reduce costs. (Construction II: upper and lower beam joint structure) (Fig. 6 to Fig. 9) The construction method II is applied between the ceiling beam 23 of the lowermost building unit 20 and the floor beam 32 of the upper building unit 30, and/or the upper building Between the ceiling beam 33 of the unit 30 and the floor beam 42 of the upper building unit 40 (Fig. 1, Fig. 2) » Hereinafter, the floor of the ceiling beam 23 and the upper building unit 30 applied to the lowermost building unit 2〇 will be described. The situation between the beams 32. In order to reinforce the rigidity of the beam of the vertical load (floor load) of the ceiling beam 23 of the lowermost building unit 2 and the floor beam 32 of the upper building unit 30, both ends of the ceiling beam 23 and the floor beam 32 are The rigid joints R1, R2 are joined in a substantially good position (Fig. 6). Further, in order to reinforce the rigidity of the frame of the horizontal load of the lowermost building unit 2〇 and the upper building unit 3,, in the middle of the longitudinal direction of the ceiling beam 23 and the floor beam 32 except for the above-described rigid joint portions Ri and R2 The portions (referred to as the central portion in the present embodiment) are joined to each other with a substantially rigid joint portion R3 (Fig. 6). Although the rigid joint portions R1 to R3 are as shown in the pattern of Fig. 6, although it is possible to use four steel wires, the flat plate 5 shown in Fig. 7 can also be used. The slab % is added to the web of the ceiling beam 23 to read the floor web 32 of the web beam 32, and is fastened by two high-strength screws si, 51 to the web of the ceiling beam 23 by two high-strength screws. 52 is fastened to the web of the floor beam 32. The flat panel of Fig. 7 shows the ceiling beam I", 92843-990621.do, 1356115 and the upper layer of the lowermost building unit adjacent to the left and right sides. The floor beams 32, 32 of the building units 30, 30 are slabs sandwiched on both sides, but the slabs 50 can also be used to add only one side of the slab beam 23 of each building unit 20 30, floor beams The flat plate of the 32. The flat plate 5 can also use the welded joint plate. Also, the flat plate 50 can also be used with the flange f of the ceiling beam 23 and the flange f of the floor 'beam 32, and is made of high-strength bolts or The welded joint is fastened to the flat plate f, f' by which the ceiling beam 23 and the floor beam 32 are joined in a substantially good position. _ According to the construction method 11, in the unit building 1, the upper building unit 3 is Both ends of the two beams 23, 32 which are overlapped by the floor beam 32 and the ceiling beam 23 of the lower building unit 2 are rigid to each other The joints R1 and R2 are joined in a substantially good position, and when the two beams 23 and 32 are bent and deformed by the vertical load, the phase difference between the two ends of the two beams 23 and 32 can be suppressed (Fig. 8(A) Therefore, it is shown that the two beams 23, 32 are larger than the cross-sectional performance ad + Ij of the cross-sectional performance 1 I2 of each beam (1丨+12), and can strengthen the rigidity, and improve the endurance against the vertical load. Moreover, in order to obtain the beam steel by the construction method π, the advantage of the raw reinforcement is not required to have the rigid joint portion R3. In the beam single body model composed of only two beams 23, 32 (in the figure, the invention is not applied) Compared with the normal model, the resistance is about 26 times. In the rigid joints 21, 3 at the two ends of the root beams 23, 32 [the frame structure model (Fig. 8 (C)), Compared with the normal model, it shows about 13~^ times the endurance. In addition, in Figure 8(B) and (C), the 8 series buried ceiling ribs are placed between the ceiling beam 23 and the central part of the floor operation 32. The gap between the floor and the floor (4) can convey the floor load acting on the floor beam 32 to the ceiling 92843-990621.doc 丄 梁 beam 2 3 . Also, in the construction method 11 In the unit building 1, the two beams 23, 32 which overlap the two frame structures of the upper floor unit 3 = 3 floor and the lower frame unit 2 of the ceiling beam 2 3 The two end portions are joined to each other in a substantially good position, and the intermediate portions are joined to each other by the rigid joint portion r3. Therefore, the two beams 23 and 32 are used as one upper building. The horizontal load p of the column 31 of the unit 3 is s-shaped I-shaped %, and the phase difference between the both ends of the two beams 23 and 32 and the intermediate portion can be suppressed (Fig. 9(A)). Therefore, the strength of the frame of the building unit 2〇, 3〇 can be expanded to increase the endurance against the horizontal load. The frame rigidity of the building units 2〇, 3〇 of the present invention is about 1.3 times larger than that of the model in which the present invention is not applied (Fig. 9(B)). In the construction method II, the structure in which the floor beam 32 of the upper building unit 3 and the slab beam 2 3 of the lower building unit 20 are joined in a substantially good position can be utilized and utilized. The flat plate 50 of the floor beam 32 and the web W of the ceiling beam 23, or the flat plate 50 added to the flange f of the floor beam 32 and the flange f of the ceiling beam 23 are simply implemented. Adding the flat plate 5 to the web can increase the strength of the frame of the building units 20, 30. (Construction III: Adjoining column joint structure) (Fig. 图 to Fig. i 6) The construction method is applied to the columns of the lowermost building units 2〇, 2〇, 21, and the upper building units 3〇, 3 Between the columns 31, 31 of the side by side, between the columns 41' 41 of the upper building units 4, 40 (Fig. 1, Fig. 2). However, in the present embodiment, in the unit building such as the unit building constituting the middle-rise building unit and the structure of the illuminating column, in order to improve the horizontal rigidity of the unit building 1, the following method is used. A portion of the unit building 1 is connected to the pillars 21, 21 which are arranged side by side with each other across the gap between the adjacent building units 2, 20 as shown in FIG. The side-by-side columns 21, 21 of the building units 20, 20 are bolted to each other at positions of the upper end, the lower end, and the intermediate portion as shown in the following U) to (3), as shown in Fig. (1) Bolt insertion holes 61A, 61A are coaxially disposed on the opposite side walls 21A, 21A of the side-by-side columns 21, 21 of the building units 20, 20, respectively, and the bolts of one of the columns 21 are inserted. The side wall 21B on the back side of the side wall 2 1A of the hole 61A is provided with a bolt mounting operation hole 6丨b, and a nut body is provided on the side wall 21B of the back side of the side wall 21A of the bolt insertion hole 61A provided with the other column 2丄. The hole 61C is operated. The screw insertion holes 61A, 61A form the same diameter with each other, and the bolt mounting operation hole 61B and the nut mounting operation hole 61C form the same diameter with each other. (2) Mounting the adjacent building units 2〇, 20 on the construction site. 'Coaxially arranging the bolt insertion holes 61A, 61A disposed on the opposite side walls 21A, 21A of the side-by-side columns 21, 21 The opening spacer 60 is provided in a gap sandwiched between the side walls 21A, 21A. (3) The bolt 61 inserted into the bolt mounting operation hole 61B of the side wall 21B of one of the tubular strings 21 is inserted, the bolt insertion holes 61A, 61A of the two tubular strings 21' 21 are inserted, and the two columns 21, 21 are provided. The bolt insertion hole 60A of the opening spacer 60 opposite to the gap between the side walls 21A, 21A. The nut 62 inserted by the nut mounting operation hole 61c provided in the side wall 21B of the other tubular string 21 is bolted to the above-mentioned bolt 61 of 92843-990621.doc -14-1356115. The bolt 61 is made of a high-strength bolt. In the present embodiment, a torsion-type strong bolt is used, and the nut-operating tool is inserted into the nut-operating tool He to operate the nut 62 to be tightly fastened to the bolt 61. In addition, as the bolts 6, a high-strength hex bolt can be used, and other bolts can be used. According to the present embodiment, the following effects can be exerted: (4) The s pillars 21, 21' which are adjacent to each other by the bolt joints and the adjacent building units 2G, 2G can be reasonably raised to improve the two building units 2, 2, 〇 The horizontal rigidity of the unit i that constitutes the building. Therefore, it is possible to reinforce the medium-rise building unit 1 such as the 3rd floor building, or to strengthen the unit building of the ellipsis column. (b) In the production stage of the building unit 2, as long as it is adjacent one = building unit 20 The pipe string 21 is provided with a bolt insertion hole 61 and a bolt mounting operation hole 61B, and the thread insertion hole 61 of the other drug unit 2 is provided with a screw insertion hole 61 for the nut mounting operation hole 61C, so that the productivity is good. It is also rational at the stage of transportation and storage of the building unit 20. . . (4) At the construction site, the other building elements 2 can be placed close to the square building, and only the spacers 60 can be inserted into the side walls 21Α, 21Α of the side-by-side column 21 of the building unit to be installed. Therefore, the assembly quality of the building unit 2 and the spacers are good. (4) The mounting tool of the screw 61 and/or the nut 62 can be operated by the bolt mounting operation hole 61 or the nut mounting operation hole 61C provided in the pipe string, so that the operability is good. () Using the powerful snail 6!, the side-by-side column 21 of the adjacent building units 2 can be firmly synthesized, so that the level of the unit building (10) can be improved. 92943-990621.doc 15 (f) The fastening operation of the bolt-type high-strength bolt 61 bolt 61 and the nut 62. It is possible to easily carry out (g) the adjacent building units 2 to 21 by means of the twisting tools, and to form the horizontal rigidity of the building 1 of the respective tubular columns 2 at the upper end and the lower end. 20, the mutually juxtaposed tubular string 21, and the majority of the intermediate portion are bolted to strengthen, further improving the horizontal rigidity of the unit building of the present invention of Figure 2 (8) (D), in other words, the stigma of the building unit 2 The allowable horizontal load is up to 9 times the allowable horizontal load h of the normal model (Fig. 12(A)) to which the present invention is applied. ffil 12 (8) is an example in which the upper end portion and the lower end portion are bolted to each other. , Ρ=1·2 pa ; FIG. 12(c) is an example in which the upper end portion, the lower end portion, and the intermediate portion are bolted to each other, and the tubular columns 2ι, η are attached.

Pa'. Fig. 12 (〇) is an example in which the upper end portions, the lower end portion, and the intermediate portion are three positions at the positions of the pillars 21 and 21 which are bolted to each other, p = 19 Pa. Fig. 13 is a block 1 in which the upper building blocks 3 are mounted on the respective building units 20 in the corners of the adjacent building blocks 2, and the spacers 7 are used in the cross-shaped openings. Hey, use the example of construction method m. At this time, the tubular strings 21 of the four building units 20 are arranged side by side with each other across the gap of the cross, and the four upper building blocks 3 are also arranged side by side with each other across the gap of the cross. Further, between the upper and lower corresponding building units 2〇 and the upper building unit 3〇, the ceiling beam 23 is rigidly joined to the upper end of the adjacent column 21 of the building unit 2〇 and is placed between the two The floor mark 32 which is rigidly joined to the lower end of the column 31 adjacent to the upper building unit 30 and which is placed between the 92844-990621.doc •16·1356115 is vertically overlapped. As shown in Fig. 14, the spacer 70 is a lower half of the f-beam direction plate 71 disposed along the beam direction and the center P of the beam direction along the beam direction plate 71.卩 is composed of a triangular wall direction plate 72 arranged by the father. The lower half of the truss direction plate 7 i of the spacer 70 of the hole is disposed on the side-by-side column of the building units 2〇 and 2〇 adjacent to each other in the direction of the triangular wall. a gap 61 between the opposite sides J21A and 21A of the crucible, and the bolt 61 inserted into the bolt mounting operation hole 61B provided in the side wall 2ia of the one column 21 is inserted into the two columns to insert the through holes 61A, 61A, and The bolt insertion hole 71A of the lower half of the beam direction plate 71 provided in the gap between the side walls 2ia' 21A of the two columns 21, 21, and the screw inserted into the operation hole of the nut 21 provided on the side wall 21B of the other column 21 The cap 62 is bolted to the bolt 61 described above. Moreover, the triangular 'direction plate 72 of the spacer of the opening is not placed in the gap between the opposite side walls 21A, 21A of the side-by-side columns 21, 21 of the building units 20, 20 adjacent to the beam, so as to be provided A bolt 61 into which the bolt mounting operation hole 61B of the side wall 21B of the one side post 21 is inserted is inserted into the bolt insertion holes 61a, 6ia of the two columns 21, 21, and between the side walls 21A, 21A of the two columns 21, 21. The bolt insertion hole 72A' of the triangular wall direction plate 72 of the gap is bolted to the bolt 61 inserted by the nut mounting operation hole 61C provided in the side wall 2 jb of the square column 21. Therefore, the side-by-side pipe strings 21 of the adjacent four building units 20 can be bolted to each other and synthesized. As in the embodiment of FIGS. 10 to 12, the unit building including the building units 20 can be reasonably improved. The horizontal rigidity of the object 1. The upper half of the beam direction plate 7 1 of the opening spacer 70 is extended upward by the lower half of the beam direction plate 71 and is placed adjacent to the triangular wall. 92843-990621.doc •17· 1356115

The gap between the opposing side walls 3A, 31A of the side-by-side pipe columns 3, 3 of the floor building units 30, 30 is such that the bolts 61 inserted into the bolt mounting operation holes 61B provided in the side walls 31B of one of the pipe columns 31 are inserted. Bolt insertion holes 61A, 61A through the two columns 31, 31, and bolt insertion holes in the upper half of the beam direction plate 71 provided in the gap between the side walls 31A' 31 of the two columns 31, 31 71B, the nut 62 inserted into the nut mounting operation hole 61C provided in the side wall 31B of the other tubular string 31 is bolted to the bolt 61. Therefore, the parallel column 33 of the adjacent four upper building units 30 can be screwed and joined to each other, and similarly to the embodiment of FIGS. 1A to 12, the upper building unit can be reasonably improved. The horizontal rigidity of the unit 1 of the unit. Further, in the unit building 1, the ceiling beam 23 of the building unit 2 disposed vertically above and below and the floor beam of the upper building unit 3 () are connected to each other via the columns 21, 31' and the opening. The spacers 71 of the spacers 7 are joined as described above, so that the other ends of the ceiling beams 23 and the floor beams 32 are formed in the same manner as described above;

When the two beams 23 and 32 are bent and deformed by the vertical load, the phase difference between the both ends of the two beams 23 and 32 can be suppressed. Therefore, the profiled properties of the roots 23, 32 can be greater than the sum of the surface properties of the beams 23, 32, and the rigidity can be enhanced to improve the resistance to the vertical load. Further, when the two beams 23 and 32 are deformed in the s-shape by the horizontal load of the column of the upper building unit, the phase of the two ends 23 and 32 and the intermediate portion can be suppressed. . Therefore, the strength of the frame of the building unit 2〇, 3〇 can be expanded, and the endurance of the horizontal load can be improved. In the single method II and the construction method III, together with the strengthening of the unit building, the horizontal rigidity of the early TG building and the upper and lower levels of the upper and lower slabs can be simultaneously applied. In addition, in FIG. 13, in the four building units 2, only the upper building unit 3 is mounted on the upper part of the two building units 20 on one side of the beam direction, and the upper building is not installed in the upper part of the other two building units 20. The object unit 3 is used as the unit building 1 in the lower house. As shown by the 2-point key line in Fig. 13 (3), the beam direction of the upper half of the beam direction plate 71 of the spacer 70 is one side. Partial resection. Fig. 15 is a modification of the thirteenth embodiment of the two building units 2G in the corner portion of the two building units 2G adjacent to each other, and in the unit building 1 in which the upper building unit 3G is mounted on the reading unit 2 () The spacer of the plate-shaped opening is 8''. The lower half of the spacer 8 is provided in the gap between the opposite side walls 21A, 21A of the tubular strings 21, 21 which are sandwiched by the adjacent building units 2, 2, and the embodiment of FIG. Similarly, the bobbins (4) of the side-by-side columns 21' 21 are bolted to each other to construct the structure Ιπ. Further, the upper half of the spacer 8 开 is provided in the gap between the opposite side walls 3 1A, 3 1 夹 of the column 3 1 3 1 of the adjacent upper building blocks 3〇, 3〇. Similarly to the embodiment of Fig. 13, the side-by-side columns 31 and 31 are bolted to each other by bolts 61 to construct a structure. In addition, in the gap between the opposing connecting members 23 and 23J of the side-by-side columns 21, 21 of the adjacent building units 20, 20, the dog portion 8 of the lower half of the spacer 80 is provided. The opposing joints 23J, 23J are bolted to each other by bolts 6丨. Therefore, in the unit construction machine, one end of the ceiling beam 23 of the building unit 2 and the floor beam 32 of the upper building unit 92843-99062I.doc 1J56115 30 can be connected to each other via the columns 21 The end portions of the 31 and the opening spacers 80 are joined, so that the other ends of the ceiling beams 23 and the floor shadows can be joined to each other by a substantially good position to construct the construction π. Fig. 16 is a modification of Fig. 13 in which the corners of the adjacent three building units 20 are placed in abutment with each other, and the building blocks of the upper building are placed on each building unit 20, and L is used. The spacer of the glyph opening is 9 〇, and the example of the construction method 111 is applied. The opening spacer 90 is composed of a beam direction plate 91 disposed along the beam direction and a triangular wall direction plate 92 disposed orthogonally along one of the longitudinal edges of the beam direction plate 91. In the direction of the triangular wall direction and the direction of the beam, a spacer for the opening is provided in the gap between the opposite side walls 2丨a, 21A of the adjacent columns 2, 2, which are adjacent to the adjacent building units 20, 20. In the same manner as in the embodiment of Fig. 13, the column members 21 and 21 which are arranged side by side are bolted to each other by bolts 61 to construct the structure ΙΠ. And in the direction of the direction of the triangular wall and the direction of the beam, the gaps 5 of the opposite side walls 3 1Α of the adjacent columns of the adjacent upper building units 30, 30 are further opened. In the upper half of the cross member 9 of the spacer 9 and the triangular direction plate 92, the parallel columns 33 and 31 are bolted to each other by bolts 61 in the same manner as in the embodiment of Fig. 13, and the construction III is constructed. In a single-story building, one end of the slab beam 23 of the building unit 20 and the floor slab 32 of the upper building unit 30, which are arranged one above the other, can be separated from each other by the columns 21, 3 and the opening 9 The beam direction plate 91 or the three 92843-99062 l.doi -20- corner wall direction plate 92 is joined, so that the other ends of the ceiling beam 23 and the floor beam 32 can be joined to each other by a substantially good position, and the construction method is constructed. II. In Fig. 16, 'in the three building units 2〇, only the building on one side of the triangular wall direction|Yuan 2〇上# is equipped with the upper building unit 3〇, and the upper part of the other building unit 20 is not equipped with the upper building unit In the single building 1 of the lower house, as shown by the two-point chain line in Fig. 16(B), the upper half of the two-corner direction plate 92 of the spacer 90 is cut. (Construction 1V: Oblique member reinforcement structure) (Fig. 17 to Fig. 19) The construction method iv is applied between the column 2if of the column 21 of the lowermost building unit 2 and the middle part of the Tianhua plate beam 23, and the upper building The middle portion of the column 31F of the column 31 of the column 31 of the unit 31 and the ceiling beam 33, or the column head 31H of the column 31 of the upper building unit 30 (the same as 40) and the floor beam 32 Between (Figure 1, Figure 2). Fig. 17(A) shows a case where the inclined member 1〇1 is provided between the leg of the column η of the lowermost building unit 2 and the space between the pillars of the naturalized plate beam 23. The slanting members ι〇ι are respectively pinned (also rigidly joined) to the intermediate portion of the leg 21F of the post 21 and the ceiling beam 23. Fig. 17 (B) shows a case where the inclined member 丨〇 2 is provided between the leg 3 π of the column 31 of the upper building unit 3 and the intermediate portion of the ceiling beam 33. The slanting members 1 are respectively pin-engaged (also rigidly joined) to the intermediate portion of the leg 3iF of the column 31 and the ceiling beam 33. Further, since the upper building unit 30 has the floor beam 32, the inclined member 102 may be provided between the column head 3 1 of the column 3 1 and the intermediate portion of the floor beam 32. According to the construction IV, in the unit building! In the lowermost building 92843-99062 [doc • 21 · 1356115, the diagonal member 101 is disposed between the leg 21F of the object unit 20 and the middle portion of the ceiling frame 23, and the frame structure can be formed simultaneously with the inclined member 101. The right-angled triangle of one of the corner pillars 21 and one of the ceiling beams 23 forms a non-deformable body (invariant ride). Therefore, the apparent length L2 of the ceiling beam 23 of the building unit 20 can be shortened (the total length of the ceiling beam 23 [deducting the length L2 of the deformed portion after the non-deformed street frame portion U) is used to strengthen the frame rigidity and increase the horizontal load. P endurance (Figure 18).

Further, between the leg 311 of the upper building unit 30 (the same as 40) and the intermediate portion of the ceiling beam 33 (or between the intermediate portion of the stud 31H and the floor beam 32), a diagonal member 1〇2 is provided, which can be At the same time as the inclined member 1〇2, the right-angled portion of the column 3 1 of the frame of the frame structure and the portion of the ceiling beam 33 forms a non-deformable body (non-deformable truss). Therefore, it is possible to shorten the apparent length L2 of the ceiling beam 33 of the building (the full length l of the ceiling beam 33 minus the length L2 of the deformation portion after the deformation of the truss portion U) to strengthen the rigidity of the frame and improve the level The endurance of the load p. The above-mentioned non-deformable body can be formed by using a simple structure in which the frame 21 of the frame structure and the frame of the beam 23, the frame of the column 31 and the beams 32, 33 are effectively utilized, and the inclined members 1〇1, 1〇2 are added. Truss), which simply enhances the rigidity of the above frame. The diagonal members 101, 102 are respectively joined to the posts 21, 31 and the beams 23' 33 (32) by pins, and the aforementioned non-deformable bodies (non-deformable trusses) can be easily formed at the corners of the frame of the frame structure, simplifying the inclined members Installation work of 1〇1, 1〇2. Since the rigidity of the frame is reinforced by only the slanting members 1 〇1, 012, the formation of the opening of the frame structure of the building sills 20, 30, etc. does not cause too much obscuration of 92843-990621.doc • 22· 1356115 The larger opening β can be formed. The frame rigidity of the building units 20, 30 (the same as 40) of the present invention can be as high as 1.3 to 2.0 times that of the conventional model to which the present invention is not applied. In the building unit 2, and the building unit 30 (the same as 40), the diagonal members 101, 1〇2 are joined to the ceiling beam 23 of the building unit 20, and the ceiling beam of the building unit 3". In other words, when the length of the undeformed truss portion L1 is set to 45 mm and 900 mm, the allowable horizontal load of the building units 2〇, 3〇 is as shown in Fig. 19, and the inclined members 1〇1, 1〇2 are not used. Compared with the allowable horizontal load Pa (1300 kg, 900 kg), the normal model can be expanded to 1550 kg and 1700 kg in the building unit 2, and can be expanded to 1200 kg and 1400 in the building unit 30. In the lowermost building unit 2, as shown in Fig. 19, the right diagonal member 1 may be disposed between the left and right intermediate portions of the left and right pillars 21 and the ceiling beam 23. 1, 1 〇 2. Also, in the upper building unit 3 〇 (4 〇 also the same) ' can also be in the left and right column 31 column foot 3lF (or stigma 31H) and ceiling beam 3 3 (or floor beam 32) The left and right diagonal members 101, 102 are disposed between the left and right intermediate portions. Thus, even the left and right diagonal members 1〇ι, ι〇1, 1 02 The length of the non-deformed truss portion L1 formed by the ceiling beam 23 joined to the ceiling beam 23 of the lowermost building unit 20 and the ceiling beam 33 of the upper building unit 30 is set to be as short as, for example, 450 mm, and the building units 20, 30 can also be The allowable horizontal load Pa is expanded to, for example, 2050 kg and 1800 kg. Fig. 20 to Fig. 22 are specific installation examples of the diagonal member 101 (the same as 102) of the construction method IV. The building unit 20 (30, 40 is also the same) has In the example of the floor beam 22, a reinforcing member 92843-990621.doc • 23-1356115 frame 25 including the inclined member 1〇1 is embedded between the floor beam 22 and the ceiling beam 23. The reinforcing frame 25 has a reinforcing column added to the column 21. %, and the inter-column 27, the lower end portion of the slanting member 101 is welded to the mounting plate 26a horizontally extending from the lower end portion of the reinforcing column 26, and the slanting member 101 is welded to the side of the stern end side of the sill column 27 In the upper end portion, the connecting beam 28 is placed on the lower intermediate portion of the lower end side of the oblique member 101 and the lower end portion of the intermediate post 27, and the connecting jaw 29 is placed on the intermediate portion of the upper end portion of the inclined member 1〇1 and the reinforcing column. The middle part of the upper end is formed. Lu Buqiang frame 25 series will strengthen the column 26 And a mounting plate 26A constituting an lower end portion of the diagonal member 1〇1, and a connecting plate 22J that is joined to the leg of the column 21 by bolts, and a mounting plate mb that horizontally extends from an upper end portion of the reinforcing column 26 is bolted to the joint. At the joint head 23H of the column 21, at this time, the floor beam reinforcing member 103 of the L-shaped cross section is welded to the inner surface of the floor beam 22 and the inner surface of the web by the connecting piece 22J, and the inclined member 101 is installed. The plate 26A is joined to the bolts 1〇4 and the nuts 1〇4 of the connecting piece 22j' which are inserted into the floor beam reinforcing fitting 1 (10), the ground φ plate beam 22, the connecting piece 22J, and the mounting plate 26A. The reinforcing frame 25 is joined to the upper flange of the floor beam by bolts, and the upper end of the column 27 is joined to the lower flange of the ceiling beam 23 by bolts. At this time, a ceiling beam reinforcing member 105 having a c-shaped cross section is welded between the lower flanges of the ceiling beam 23 which is bolted at the upper end portion of the intermediate column 27. Further, in the present embodiment, the "substantially good joint engagement" has "to make the joint portion maintain a rectangular joint", and "the overlapping portion of the upper and lower beams is connected to a good position 92943-99062 l.do<-24- 1356115", etc. The idea, although it involves rigid joints, also includes weaker joints than rigid joints. . Further, the joining of the ends of the beams to each other also includes the engagement near the ends. (Construction V: Column omitting reinforcement structure) (Fig. 23 to Fig. 28) The construction method v is applied to the corner portion of the ellipsis column (Fig. 1, Fig. 2) of the building unit 2〇 (3〇, 4〇). (Embodiment 1) (Fig. 23, Fig. 24) The unit building 1 of Fig. 23 is a part of the unit building of Fig. i and Fig. 2, and is constructed by arranging the building unit 2 〇 adjacent to the left and right. However, the building unit 12, which constitutes a part of the four ellipsis columns, forms a wide continuous space of the ellipsis. As shown in FIG. 3, the building unit 20 is a bone frame structure in which four angle steel pipe columns 21, four steel floor beams 22, and four steel ceiling beams are joined into a box shape. body. The building unit 2 is tied at four corners, and the intersecting floor beam 22 is joined to the lower end of the column 21 by means of a connecting piece 22J. Then, the intersecting ceiling beam 23 is connected to the upper end of the column 2 i by the connecting piece 23 J. The building unit 12 omitting the column is shown in Fig. 24, and one of the four columns 21 of the four columns 21 of the standard building unit 20 is omitted. The building unit 120 omitting the column is attached to the floor beam 22, and the three corners other than the corners of the column are omitted, and the intersecting floor beams 22 are connected to the lower end of the column 21 by the connecting piece 22J, and the column is omitted. At the corner portion, the intersecting floor beams 22 are joined to each other by the joint 22K. The building unit 12 that omits the column is attached to the ceiling beam 23, and is placed in the ceiling beam 23 of the corner portion of the omitting column, and the ceiling beam 23 along the corner wall is 92943-990621.doc 25· 1356115. In order to connect the ceiling beam 121, the other naturalized slab beam 23 is used as the standard ceiling beam 23, and the upper portion of the standard slab beam 23 and the column 21 are joined by the connecting rod 23, and the connecting slab beam 121 is joined by the connecting member 23κ. The upper end portion of the column 21 is joined to the ceiling beam 121 and the ceiling beam 23 by means of a joint 23L. The building unit 12 that omits the column sets the cross-sectional strength of the connecting ceiling beam i2i to be higher than that of other standard ceiling beams 23. The connecting ceiling beam 121 is composed of a c-shaped steel with ribs, and the end plate 122 is spliced at the end portion on the corner side of the column, and the connecting piece 23 is prevented from being welded to the end plate 122. A portion of the side portion of the connecting piece 23L is cut along the periphery of the end plate 122 as shown by the notch portion 123. In the building unit 120 omitting the column, in the longitudinal direction of the joint ceiling beam 121, the dimensional accuracy of the surface position of the end plate 122 with the column 21 joined by the joint 23K as a reference position can be ensured. The building unit 120 omitting the column is provided with a temporary column 124 detachably attached to a corner portion of the column. The temporary post 124 is detachably coupled to the connector 22L of the floor beam 22 and the connector 23L of the ceiling beams 23 and 121 by means of attachment means such as bolts or pins. In the unit building 1A, as shown in Fig. 23(A), one of the following floor portions is partially fixed to the four elliptical column building units 12 (1208 to 120D) by the joint portions 2 of the omitted columns. ) omits the corner of the column. Between the building unit 12A that omits the column and the building unit 120B that omits the column, 'the corners of the elliptical columns are intersected in the same plane of the joint portion 2 including the elliptical columns. The ceiling beam 23 is the aforementioned slab 92843-990621.doc 26-1356115 splicing plate beam 121 (Fig. 24). In this manner, the end plates 122 of the joint portions 2 of the two building units 12A and 120B which are opposite to each other are formed in parallel with each other with a certain gap therebetween. Therefore, the spacer 110 having a thickness selected to accommodate the gap can be sandwiched by the upper side or the side of the gap between the end plates 122 of the ceiling beam 121. In the present example, two spacers 11 〇 are sandwiched above the end plate j 22 . On the other hand, the spacers 11 are rigidly joined to the end plates 122 of the ceiling beams 121 by the high-strength bolts lu (not shown). The high-strength bolts are inserted through the bolt insertion holes 2 2 2 A of the opposite end plates 12 2 and the bolt insertion holes 110A of the spacers, and the nut 112 is fastened to the insertion end thereof. In the present embodiment, two high-strength bolts lu are used for the i-piece spacer 110. Therefore, it is rigidly engageable in the longitudinal direction of the joint ceiling beam 121, and can be rigidly joined to the direction orthogonal thereto in the horizontal direction, and as a whole, is slightly close to the rigid joint. As the strength bolt 111, a torsion type, a hexagon bolt type, or the like can be used. Between the building unit 120C omitting the column and the building unit 120D omitting the column, similarly to the case between the building unit 12A and the building unit 120B, the spacer 11 is simultaneously The high strength bolts 111 are rigidly engaged with respect to the end plates 122 that engage the ceiling beams ι21. When the corresponding building unit 12a and the building unit 120B, the building unit 120C and the building unit 12A are engaged with each other to engage the end plates 122 of the ceiling beams 121, the temporary columns 124 are disposed at Each building unit 120 has an elliptical corner portion of the column. Instead, the temporary post 124 is removed after engagement with the end plates 122 of the overlapping ceiling beams 121. 92843-990621.doc •27· 1356115 According to the present embodiment, the following effects are obtained: (a) The adjacent building units 12 〇 干 丨 丨 〇 〇 〇 接合 接合 接合 接合 交叉 交叉 交叉 交叉 交叉 交叉 交叉 交叉 交叉 交叉 彼此When the ceiling beams 121 are joined, the connecting ceiling beams 121 may be formed as a continuous strip of beams in the two building units (3). Therefore, it is possible to reinforce the unit building that omits the column without using the individual length of the building unit 12, and the material management and construction are good. (b) The ceiling beam 23 itself may be reinforced by a portion of the ceiling beam 23 constituting the building unit 120 so that no individual reinforcing members need to be provided around the building unit. When other building units 20 are provided beside the building unit 12A, it is not necessary to provide a setting gap for the reinforcing members between the other building units 2A. (0) Intersecting the joint portion of the elliptical column of the unit building 1A to reinforce the connection of the ceiling beam 121 of the unit building 1A as long as the section strength is increased enough to compensate for the degree of strength reduction caused by omitting the column, and other ceilings φ The cross-sectional strength of the beam 23 is set at the standard level, so that the cross-sectional strength of all the ceiling beams 23 of the building unit 12 can reach the required sufficient strength, so that the structural strength can be economically improved. When the spacers 1 1 1 are rigidly joined to the end plates 122 of the adjacent building units 120 that connect the ceiling beams 121 to each other, the ceiling beams 121 can be easily joined to each other to improve the unit building. (i) The temporary column 124 provided at the corner of the elliptical column of the building unit 9282〇 is in the manufacturing stage of the building unit 12〇, and the transportation and storage stage is 92943-99062l.doc • 28- 1356115 After the installation on site, it will not be removed until the connection of the connection 夭^^j is completed. Therefore, the building that connects the ceiling beams 121 will not be lowered. The strength of the unit 120 can also sufficiently ensure the strength of the building during the construction phase, and the construction property is good. (Embodiment 2) (Fig. 25) The unit 1B of the circle 25 can be a part of the (10) lower building unit that constitutes a part thereof. 12〇 is common with the upper-floor building unit 3搭载: a large ventilating space. The building unit 12〇 of the ellipsis column used in the second embodiment is different from the ellipsis column of the first embodiment (4) unit 12G. Two pillars 21 adjacent to the beam direction in the four columns 21 of the standard building unit 20 are omitted, and the two ceiling beams 23 along the direction of the triangular wall are connected to the ceiling beam 121 to be in contact with the connecting ceiling beam 121. The ceiling beam 23 in the direction of the beam is a temporary beam, and the temporary beam 125 can be detachably coupled and cut off at the free end of the connecting ceiling beam 121 by means of bolts, pins, etc., in the unit building, as shown in Fig. 25. (α), in which the joint portions 2 and 3 of the column are omitted, and one of the lower portions is fixed to the corner portions of each of the two ellipsis columns of the table unit 120 (120Α, 120Β) of the two omitted columns. In the construction of the elliptical column Between the object unit 120A and the building unit 120A omitting the column, as shown in FIG. 25, in the same manner as in the first embodiment, after the opposite end plates 122 of the overlapping ceiling beams 121 are joined, the temporary column 124 is removed, and the temporary column 124 is removed. The beam 125 (only removed). And the building unit 30 constituting the upper layer portion 92843-990621.doc -29· 1356115 is mounted on the upper portion of the building unit 120 that omits the column. The upper building unit 30 is for the lower building unit 120. The floor beam 22, which forms a venting space at the upper portion corresponding to the temporary beam 125 of the lower building unit ι2, is not provided from the beginning or is cut off after being mounted. In the unit building 1B, it is possible to form a large ventilating space from the lower building unit 12 to the superstructure unit 30 while merging the ceiling beams 121 while ensuring the structural strength. (Embodiment 3) (Fig. 26) The unit building 1 of Fig. 26 (the following two building units 120 constituting a part thereof and the building unit 3 on the upper side of the building can form a stair space together. The building unit i 2 of the omitting column used in the third embodiment is different from the building unit 120 of the ellipsis column used in the embodiment i in that a temporary beam i is used which is part of the intersection side of the connecting ceiling beam 121. 26 a, and the rest of it. 卩 is the beam 126B constitutes and connects the ceiling beam! 21 cross beam beam direction of the ceiling beam 23. Temporary beam 126A can use bolts, pins and other loading and unloading means, at the free end of the ceiling beam 121 The end portion of the partial beam 126b is merged and cut. The end portion of the partial beam 126B coupled to the temporary beam i26a is supported by the center pillar 127 (not shown). In the unit building 1C, as shown in Fig. 26(A) It is to say that the joint portion 2 of the omitting column is disposed opposite to the corner portion of each of the two ellipsis columns of the building unit 12 〇 (10) A, i thin) which are respectively fixed to one of the lower slabs. As shown in Fig. 26(B) between the building unit 12A and the building unit B omitting the column, as shown in Fig. 26(B), in the same manner as in the example j, the joint of the ceiling beam 121 is joined to the opposite 92943-990621.doc 1356115. After the end plates i 22 of each other, the temporary post 124 is removed, and the temporary beam 126A is cut off (only removed). And the building unit 30 that constitutes the upper part is mounted on the upper part of the building unit 120 that omits the column, and the upper building unit 3 is attached to the floor beam 22 of the temporary beam 126 and the partial beam 126B corresponding to the lower building unit 120. In the middle, a portion corresponding to the temporary beam 126A is not set from the beginning or is cut off after being mounted. In the unit building 1C, the stair space from the lower building unit 120 to the superstructure unit 30 can be formed while the ceiling beam 121 is joined to ensure the structural strength. (Embodiment 4) (Fig. 27, Fig. 28) The unit building 1D of Fig. 27 and Fig. 28 is formed by using the building unit 12 of the four ellipsis columns of the lower floor in the same manner as the unit building 丨8. In addition to the wide continuous space, the upper building unit 130 is also mounted on the building unit 12A of each of the elliptical columns, and the building unit 130 of the four elliptical columns of the upper floor is used to form a wide continuous space of the elliptical column. Therefore, in the unit building, the building unit 12A of the one-side side of the joint portion 2 of the lower-floor omitting column is connected to the ceiling beam 121 and the building unit 12 of the elliptical column on the other side. B is connected to the ceiling beam 121, and the grounding plate beam 131 of the building unit 130A of the one side of the joint portion 2 of the upper floor is omitted, and the grounding plate beam of the building unit 130B of the elliptical column with the other side is the ground plate beam πΐ In contrast, the lower part of the ellipsis column of the building unit 12〇8 (12〇]3) connects the ceiling beam ΐ2ι with the façade of the upper floor of the building unit 13〇A (13〇B) the grounding plate beam 92843 -990621.doc -31 · 1356115 13 1 is overlapped. Therefore, the building unit 120A, 130A of the one-side side of the joint portion 2 of the upper and lower floors of the upper and lower floors is connected to the ceiling beam 121, the grounding plate beam 131, and the building unit 12B of the elliptical column on the other side. 13衔B is connected to the ceiling beam 121 and the grounding plate beam 13 1 is joined by the following means: (1) The flat connecting material 141 and the V-shaped cross-shaped connecting material 142 are omitted from the building unit i2 of the column. The side of the abutment flange of the abutment ceiling beam ι21 extends to the side of the flange below the ceiling beam 121 of the building unit 120B that omits the column. The joint material 141 is added to the inner faces of the flanges below the two overlapping ceiling beams 121. The joining material 142 is added to the lower flange of the two connecting ceiling beams 121, the lower part of the web and the outer side of the lower rib. On one end side of the joint materials 141, 142, the two high-strength bolts 143 are inserted into the bolt insertion holes respectively provided in the flanges of the lower surface of the ceiling beam 121, and the nut 143A is fastened to the high. The insertion end of the strength bolt 143. On the other end side of the joint materials 141, 142, the two high-strength bolts 143 are also inserted through the bolt insertion holes respectively provided in the connecting materials 141, 142 and the flanges below the ceiling beam 12 1 , and the nuts 143 A are inserted. Fastened to the insertion end of the high strength bolt 143. Therefore, one end side of the joint material 丨41142 can be rigidly joined to the connecting ceiling beam 21 of the building unit 丨2〇a of the omitting column, and the other end side of the joining materials 141, 142 can be rigidly joined to the building unit of the ellipsis column. The 120B is connected to the ceiling beam 121. (2) The flat connecting material 15i and the u-shaped cross-shaped connecting material 152 are extended from the side of the upper flange of the ceiling beam 121 of the building unit 12A of the elliptical column to the building unit 12 of the omitted column. 〇3 connects the side of the flange above the ceiling beam 92843-990621.doc -32- 1356115 121. The joint material ι51 is added to the inner surface of the flange above the two overlapping ceiling beams 121. The joining material 152 is added to the upper flange of the two connecting ceiling beams 121, the upper part of the web and the outer surface of the upper rib. On one end side of the joint materials 151, 152, the two high-strength bolts 153 are inserted into the grounding plates of the building unit 130A which are respectively disposed on the connecting materials 1 5 1 and 1 52, the flanges which are connected to the ceiling beam 121, and the columns are omitted. The lower flange of the beam 13 1 and its connecting piece 131J (the short column 131C is connected to the connecting rod for the omitted column end of the grounding plate beam 131), the bolt insertion hole of the square washer 131A, and the nut 1 53 A is fastened. The insertion end of the high-strength bolt 1 53. On the other end side of the joining material 丨5 i, 152, the two high-strength bolts 153 are also inserted into the building elements 151, 152, the flanges that connect the upper edges of the ceiling beams 121, and the building blocks 1 30B that omits the columns. The lower flange of the grounding plate beam 1 3 1 and its connecting piece 131J (the short column 131C is connected to the connecting piece for the omitted column end of the grounding plate 131), the bolt insertion hole of the square washer 131A, and the nut ι53Α Fasten to the insertion end of the high-strength bolt 1 53. Therefore, one end side of the joint material 〖5 ii 52 can be rigidly joined to the connecting ceiling beam 121 of the building unit 12A, π〇α of the ellipsis column, the grounding plate beam 131, and the other end sides of the joining materials 151, 152 The connecting ceiling beam 12 1 and the grounding plate beam 13 1 are rigidly joined to the building unit 12〇Β, 13〇Β of the ellipsis column. Further, in the unit building 1D, the same material as the joining materials 141, M2, 151, and 152 of the above (1) and (2) is used to join the one-side side of the joint portion 2 of the upper floor. The ceiling unit 132 of the building unit 13 is connected to the ceiling beam 132, and the ceiling unit 132 is connected to the building unit 13A of the elliptical column on the other side. 92843-99062l.doc -33- 1356115 According to the present embodiment, the adjacent building units 12A, 130A and the building are rigidly joined by the strength bolts 143, 153 via the joining materials 141, 142, 151, 152 When the object units 120B, 13B are connected to each other by the ceiling beams 121 and 121, and the grounding plate beams 丨3丨 and 丨3丨 of each other, the connecting ceiling beams 121 and the grounding plate beams 彼此3 of each other can be easily joined. 1. Improve the dimensional accuracy of the unit building 1D. 29 to 32 are diagrams showing the guide ring 200 and the attachment 210 which are suitable for joining the end plates 122 of the unit ceilings 121, for example, in the unit building 1A, in the configuration v. When the guide ring 200 and the attachment 210 are offset from each other by the bolt insertion holes 122A (the same as the bolt insertion holes 110A of the spacer 110) provided in the opposite end plates 122 of the opposite t-plate beams 121, The following position is inserted and the strength check 111 is inserted. Further, the guide ring 200 is formed to be shorter than the thread length of the high-strength bolt u丨 as shown in FIG. 29 and has a bolt insertion hole 122A smaller than the end plate 122 and a bolt insertion hole 11 〇A of the spacer 110. The outer diameter has a hexagonal head 201 on its proximal end side, a tapered cone 2 〇2 on its end side, and a through-threaded portion that is bolted to the high-strength bolt 111. Attachment 21 is a slit 211' having a diameter smaller than the head portion 111A of the boring bolt 111 and passing through the thread portion of the high-strength bolt hi and having a threaded portion passing through the high-strength bolt u丨The state ' of the slit 211' can be engaged with the rotation preventing portion 212 that is detected on the outer surface of the hexagonal head 201 of the strength check screw to prevent the guide ring 200 from rotating. (1) The guide ring 200 is set to be outside the front end of the high-strength bolt hi (Fig. 43(A)). (2) Pass the end of the strength screw 111 through the bolt insertion hole 122A (Fig. 31(B)) provided on the end plate 122 of the beam 121 opposite to the ceiling 92843-990621.doc -34-1356115. At this time, when the bolt insertion hole 122A of the both end plates 122 and the bolt insertion hole 110A of the spacer 110 are displaced, the guide ring 200 can only enter the screw insertion hole 122A of the first end plate 122. (3) The nut 122 is inserted into the front end of the high-strength bolt 111 protruding from the bolt insertion hole 122A of the end plate 122, and the high-strength bolt 111 and the guide ring 2 are introduced into the bolt insertion hole of the two end plates 122. 122A and the bolt insertion hole 110A of the spacer 110, the bolt insertion holes 122A, 110A are positioned coaxially with each other (FIG. 31 (C) to (E)). (4) Remove the nut ιΐ2 from the high-strength bolt ill (Fig. 31(F)). (5) The high-strength bolt ill is loosened by the guide ring 200, and the attachment 210 is interposed between the head portion 1 and the surface of the first end plate 122. The outer surface of the hexagonal head 210 of the guide ring 200 is engaged with the rotation preventing portion 212 of the attachment 2 1 to prevent the guide ring 200 from rotating (Fig. 32 (A), (B)). (6) For the attachment 2 10, insert the high-strength bolt 111, with the attachment 21 〇 as the reaction force fulcrum, and lead the guide ring from the bolt insertion hole 122A of the end plate 122 and the bolt insertion hole 110A of the spacer 11〇 (Fig. 32 (C), (D)). (7) The guide ring 2〇〇 and the attachment 210 and the high-strength bolt m are simultaneously removed by the bolt insertion hole 122A of the end plate 122 (Fig. 32(E)). (8) Inserting the high-strength bolt iU (the high-strength bolt 1^ detached from the guide ring 200) into the bolt insertion hole 122A and the spacer insertion hole of the spacer u〇 110A, the nut 112 is finally positioned at its insertion end to engage the end plates 122 of the opposing ceiling beams 121. When the bolt insertion holes 92843-990621.doc -35-1356115 122Α(11〇Α) are inserted at three positions of the end plate 122 (spacer 11 〇), as long as at least 2 positions, preferably at the diagonal The bolt insertion hole 122A (n〇A) at the two positions on the line, the positioning operation of the above (1) to (7) is performed by the guide ring 2〇〇 and the attachment 21, and all the bolt insertion holes 122 can be obtained. (11〇Α) Perform positioning. Further, the positioning operation of the plurality of corresponding holes for using the guide ring 200 and the attachment 2 10 is not limited to the configuration V, and may be applied to the opposite two beams (including the plate) in the configuration π. The positioning of the bolt insertion holes, or the positioning of the bolt insertion holes provided in the side walls of the side-by-side pipe columns in the construction III. According to the embodiment, the guide ring 200 and the attachment 2 1 可 can be used to correct the positional displacement of the bolt insertion hole 122 相对 relative to the connecting ceiling beam 121, so that the bolt insertion holes 122 are easily positioned and the high-strength bolt is made. Since the bolt insertion holes 122A are easily inserted, the joint ceiling beams 121 can be easily joined. Further, when the spacers 11 are sandwiched between the opposing ceiling beams 121, the bolt insertion holes 122A and 110A provided in the ceiling beams 121 and the spacers 11 can be easily positioned. In the building unit of the present invention, it is also possible to use a joint portion of the column to omit the corner portions of the ellipsis column of the building unit in which three or more of the columns are omitted. Next, a modification of the construction method I will be described. As shown in Figs. 33 and 34, the unit building 1 is constructed such that the building units 20' produced by a plurality of factories are installed on the foundation 1 in a horizontal direction adjacent to each other on the foundation of the building. As shown in FIG. 34, the building unit 20 is erected by arranging the steel floor beam 22 with 92843-990621.doc • 36 · 1356115 on the column foot 21F of the four angle steel pipe column 21, and erecting the steel ceiling beam 23 It is composed of a rectangular parallelepiped skeleton structure welded to the stud of the column 21. As shown in Figs. 35 and 36, the building unit 20 is welded to one end of the column-shaped connecting piece 22J on the outer side of the leg 21F of the column 21 to hold the standing portion of the floor beam 22 into the shape of the connecting piece 22J. The floor beam 22 is known to be held by the connecting piece 22J in the state in the cross section. At this time, the column cover is not opened at the lower end of the column 2 ΐρ of the column 21, and the floor beam 22 is pin-bonded to the column 21F of the column 21. However, the lower end of the column foot 2 1F is opened, and the temporary cover 21C used in the manufacturing and transporting stage of the building unit 2 can be set. Further, a column cover is provided at the upper end of the stud of the column 21. The ceiling beam 23 is rigidly joined to the stud of the column 21. (Modification 1) In the basic joint structure of Modification 1 of the building unit 20, as shown in Fig. 34', Fig. 36, the leg 21F of the column 21 is rigidly joined and fixed to the foundation 1''. Specifically, the steel base structure 223 is fixed to the base 221 of the foundation made of the base 10, and the base structure 223 of the base structure 223 is welded to the base plate 223A of the base structure 223, and the steel pipe is supported by the angle member 223B. The portion 224 is inserted into the lower end portion of the steel core 225 and welded 'to make the core 225 stand up. The outer diameter dimension of the cross section of the steel control support portion 224 is the same as that of the column foot 21F in this embodiment. On the other hand, when the building unit 20 is mounted on the foundation 10, the core 225 of the foundation 1 is inserted into the hollow portion of the column 21F of the column 21 of the building unit 20, and the through-column 2丨F and the core 225 are used. Two high-strength bolts 23 1 , a washer 232 , a nut 233 , a joint leg 21F and a core 225 . The core 225 is in close contact with the inner surface of the column foot 92843-990621.doc -37-1356115 21F in the direction of the beam of the building unit 20 along the axis direction of the high-strength bolt 231, in the building unit 2〇 In the direction of the triangular wall, there is a gap between the inner surface of the leg 21F (Fig. 36). Further, in the column 21 of each building unit 2, 'in the case of the column 21 of the building unit 2〇 adjacent to the beamless direction, ', the single-turn strength bolt 23 1 engages the column 2 of the single column 2 1 1F and core. . (Fig. 36(B)) ^ On the other hand, in the case of the column 21 of the two sets of building units 20 adjacent to the beam direction, the spacer 234 is sandwiched between the two legs 2 π and the strength of the person is two The screw 23 1 engages the two sets of legs 2 1F and the core 225 (Fig. 37).

In the above-described basic joint structure of the building unit 20, assuming that the inner surface of the column foot 2 1F is d, and the span of the upper and lower high-strength bolts 231 is £, in the direction of the beam of the building unit 20, as shown in Fig. 38 (A) ), in the vertical direction force f 1 between the horizontal direction force f2 and the bending moment Ma, the relationship of dX f 1 +e X f2 > Ma can be established. Further, in the direction of the triangular wall of the building unit 2, as shown in Fig. 38(B), the relationship between eXf > Mb can be established between the horizontal force f and the bending moment Mb. That is, when the upper and lower two high-strength bolts 23 1 are fastened to the inner surface of the column 2 1F in the direction of the beam of the building unit 20, the column legs 2 丨 F can be rigidly joined in both the k-beam direction and the triangular wall direction. With the core 225. In the above-described basic joint structure of the building unit 20, the floor member 22 is welded to the outer side of the hollow portion of the core 225 of the column 21F of the insertion post 21 by the joint 22J to constitute the reinforcing member of the present invention. According to the above-mentioned basic joint structure of the building unit 20, the following functions can be exerted: U) rigidly joining the leg 21F of the building unit 20 to the foundation 1〇, and suppressing 92843-99062l.doc • 38· 1356115 The rotation of the column foot 2 IF increases the horizontal rigidity of the building. In order to increase the horizontal rigidity of the building, it is not necessary to strengthen the section of the column 21, nor to add a center pillar or horizontal stay, which not only increases the degree of freedom of the building design but also reduces the cost. (b) The core 225 provided in the base 1A is inserted into the hollow portion of the column leg 21F, and the high-strength bolt 231 penetrating the column leg 21F and the core 225 is used to adhere the column leg 21F and the core 225. Therefore, the leg 21F and the core 225 can be rigidly joined in both the direction of the beam in which the column leg 21F is in close contact with the core 225 and the direction of the triangular wall in which the leg 21F and the core 225 are separated by a gap. Therefore, the leg 21F can be simply and rigidly joined to the base. (c) The reinforcing member 22J is joined to the outside of the hollow portion of the column core 225 inserted into the core 225. Therefore, the reinforcing member 22 J can suppress the rigidity of the leg 21F from being lowered to prevent local deformation thereof. (d) The connecting member 22J for the floor beam 22 provided at the leg 21F can be utilized as the reinforcing member 22J of the above (c). 0) The floor beam 22 is joined to the column leg 21F by a pin, and the horizontal rigidity of the building can be ensured by the above (a) while simplifying the skeleton of the building unit 20. Further, according to the above-described basic joint structure of the building unit 20, it is confirmed that the horizontal rigidity of the building is I." times the conventional example (the column foot 21F is joined to the base by the pin). (Modification 2) FIG. 39 is a pile foundation. The base joint structure of the second modification of the building unit 2 (including a garage, etc.), the building unit 2 不 has at least one of the landscaping structures, 92943-990621.doc -39· 1356115, does not have the floor beam 22 on the side. The lower end of the steel control support 241 is planted on the concrete base 221 of the foundation 10, and the steel pipe support 241 is inserted into the lower end portion of the welded steel core 225, and the core 225 is placed upward. The steel pipe support body 241 does not have the substrate 223A and the slanting member 223B as shown in FIG. 35 on the inner side of the side wall of the building unit 20 without the floor beam 22, so that the planting portion of the entire base 22 1 can be used as a fastening protrusion. The portion 241A' is reinforced by making the outer diameter of the cross section larger than the outer diameter of the leg 2 丨 ρ. However, when the building unit 2 is mounted on the base ,, the core 225 of the base 10 is inserted. In the building unit 2 The hollow portion 'of the hollow portion ' of the leg 21F is joined to the column leg 21F and the core 225 by the through leg 21F and the upper and lower high-strength bolts 231, the washer 232, and the nut 233 of the core 225. The core 225 is along the high-strength bolt 23 The direction of the beam of the building unit 2 in the direction of the axis 1 is closely attached to the inner surface of the leg 21F without any gap, and in the direction of the triangular wall of the building unit 20, there is a gap between the inner surface of the leg 21F (Fig. 36). In the above-mentioned basic joint structure of the building unit 20, the side surface of the column core 2 225 is inserted into the outer side of the hollow portion of the core 225, and can be joined to the building unit 2 so as to be short like the aforementioned connecting and reinforcing member 22J. The reinforcing member having a small inner dimension can suppress the rigidity of the leg 21F from being lowered and prevent local deformation thereof. ^ ° Fig. 39 is a steel pipe support portion 224 (or a steel pipe support 241) provided in the base 1 Example of deformation of the core 251. As shown in Fig. 41, the core 251 has two steel thick plates 253A and 253B sandwiched between two steel reinforcing plates 252A and 2520, and two steel reinforcing plates. 252A, 252B form a thread check insert 92843-990621.doc • 40 · 1356115 through hole, A screw insertion gap is formed between the two steel thick plates 253A and 253. The steel pipe support portion 224 (or the steel pipe support body Μ) of the base 1G is inserted into the core 251: the end portion is supported by the through steel pipe. Two high-strength bolts 254, a ring, a nut, and a steel pipe support portion 224 and a core 251 are joined to the portion 224 and the phantom 51, and the model 251 is inserted into the column 21F of the column of the building unit 2" In the middle work, the two high-strength bolts 255, washers, and nuts are used to pass the column legs 21f and the type of anger (5), and the joint legs are added 251. The core 25 is placed in the direction of the beam of the building unit 20 along the axial direction of the high-strength bolts 254, 255, and is closely attached to the support portion a#, (4) 21F of the steel pipe without any gap, and is in the triangle of the building unit 2 In the wall direction, a gap is formed between the inner surface of the steel pipe support portion 224 and the leg portion 21F (Fig. 4A). (Modification 3) Figs. 42 and 43 show the basic joint portion of the building unit 2 of the third modification, and the base member 21 of the root portion 21 of the outer peripheral corner portion of the unit (four) i is rigid. The joint is fixed to the base 26〇. As shown in Fig. 43, the foundation 260 is a fixed steel base structure by anchor bolts 262 which are fixed to the embedded plate 261A of the concrete base 261. As shown in Fig. 44, the base structure 263 is fixed to the bolt-fixing plate 263B at the three positions of the bottom of the U-shaped main body portion 263 in the plan view by the anchor bolts 262 on the entire base 261. In the base structure 263, a plurality of (for example, four) sleeve-shaped steel fittings 264 are fixed to the upper portion of the main body portion 263A by welding, and the mounting holes 264 are provided in the respective attachment fittings 264. On the other hand, at a plurality of places (for example, four places) in the hollow lower end portion of the leg 21F of the column 21 of the building unit 20, the mounted fittings 265, 92843-990621.doc 41 1356115 are fixed by welding at the respective mounted fittings 265. Set the screw hole 265A. Therefore, when the building unit 20 is mounted on the foundation 260, the screw hole 265A of the mounting fitting 265 of the leg 21F is positioned at the mounting hole 264A of the mounting fitting 264 of the base 260, and the mounting hole 264A inserted into the mounting fitting 264 is inserted. The high-strength bolt 266 is positioned on the screw hole 265A of the mounted fitting 265 to rigidly engage the leg 2 1F to the mounting fitting 264 of the base 260. Fig. 44 is a view showing a modification of the base joint portion of the building unit 20, in which the legs 2 1F of the two columns 21 of the adjacent two building units 20 of the unit building 1 are rigidly joined and fixed to the foundation 260. The base 260 of FIG. 45 differs from the base 260 of FIG. 42 in that, as the basic structural body 263, as shown in FIG. 46, anchor bolts 262 are used on the entire base 261, and are fixedly arranged in a T-shape including a plane view. The bolt fixing plate 2 6 3 B at the position of the intersection of the T-shaped bottom portion of the body portion 263 A. Fig. 47 shows a modification of the base joint portion of the building unit 20, in which the legs 21F of the three columns 21 of the three adjacent building units 20 of the unit building 1 are rigidly joined and fixed to the foundation 260. The base 260 of FIG. 47 is different from the base 260 of FIG. 42 in that, as the basic structural body 263, as shown in FIG. 48, the anchor bolts 262 are used on the entire foundation 261, and the fixings are respectively set in the plane-like view and deformed ten. The bolt fixing plate 2 6 3 B at the position of the intersection of the deformed cross of the deformed cross at the bottom of the main body portion 263 A of the glyph. Fig. 49 shows a modification of the base joint portion of the building unit 20, in which the legs 21F of the four columns 21 of the four adjacent building units 20 of the unit building 1 are rigidly joined and fixed to the foundation 260. The base 260 of FIG. 49 differs from the base 260 of FIG. 42 in that, as the base structural body 263, as shown in FIG. 50, the anchor bolt 262 is fixed on the entire foundation 261 of 92843-990621.doc - 42-1356115. The bolt fixing plates 263B are respectively disposed at positions 5 of the intersections of the crosses of the cross-shaped bottoms of the cross-shaped main body portion 263A. Here, as a means for positioning the screw hole 265A of the fitting fitting 265 of the leg 21F to the mounting hole 264A of the mounting fitting 264 of the base 260, the guide pin 270 is used. As shown in FIG. 51, the guide pin 270 has a male screw portion 271 which is screwed to the screw hole 265A of the mounted fitting 265 of the column leg 2 1F, and a fulcrum shaft 273 which is continuous with the male screw portion via the incomplete thread portion 272. And a ring-shaped guide 274 that is mounted on the outer circumference of the support shaft 273. The guide pin 270 is interposed between the large-diameter retaining portion 275 and the incomplete threaded portion 272 which are forged at the front end of the support shaft 273, and supports the loop-shaped guide portion 274 to prevent it from coming off. The maximum outer diameter of the ring-shaped guide portion 274 is slightly larger than the outer diameter of the male thread portion 271 and the incomplete thread portion 272, and a tapered continuous tapered portion 276 is formed on the outer periphery of the front end of the loop-shaped guide portion 274 to the outer periphery of the front end of the support shaft 273. To maintain good insertion into the mounting hole 264A. A lubrication oil groove 274A is formed in the inner circumference of the ring-shaped guide portion 274, and a gap is formed between the inner circumference of the ring-shaped guide portion 274 and the outer circumference of the support shaft 273, so that the ring-shaped guide portion 274 can smoothly smoothly support the support shaft 273. Rotate freely. A tool fastening hole 273A having a hexagonal hole or the like is provided on the end surface of the support shaft 273, and the male screw portion 271 can be loaded into the screw hole 265A of the mounting fitting 265 by the rotation operation of the tool applied to the tool engagement hole 273A. Or remove. Therefore, the joining order of the column legs 21F to the foundation 260 is as follows: (1) Before the building unit 20 is mounted on the foundation 260, as shown in FIG. 52, the tool for fastening the guide pin 270 to the tool fastening hole 273A will be used. The male screw portion 271 of the guide pin 270 is bolted to a screw hole 265A of the mounted fitting 265 92843-990621.doc -43 - 1356115 provided at the leg 21F of the post 21. (2) The ring-shaped guide portion 274 of the guide pin 270 of the screw hole 265A of the column leg 21F is inserted into the mounting hole 264A of the mounting fitting 264 of the base 260 as shown in Fig. 52, and the screw hole 265 is positioned; Mounting hole 264 八 (3) The guide pin 270 of the screw hole 265A fixed to the leg 21F is detached from the screw hole 265A and the mounting hole 264A by a tool for engaging the guide pin 270 to the tool engaging hole 273A. The high-strength bolt 266 inserted through the removed mounting hole 264A is temporarily fixed to the screw 265A of the leg 21F. (4) The high-strength bolt 266 that is inserted into all the mounting holes 264A of the mounting fitting 264 of the base 260 is finally set to the screw hole 265A of the leg 21F. The guide pin 270A of Fig. 52 is a modification of the guide pin 270 of Fig. 51, and the large-diameter retaining portion 275 of the guide pin 270 is removed, and a ring is provided on the end side of the substantially straight outer periphery in the substantially full area of the axial direction of the support shaft 273. The groove 275A is fastened to the annular groove 275A by the stopper ring 275B. The guide pin 270A is disposed between the stopper ring 275B and the incomplete thread portion 272 provided on the support shaft 273, and supports the loop-shaped guide portion 274 to prevent it from coming off. According to the above-mentioned basic joint structure of the building unit 20, the screw hole 265 A of the mounted fitting 265 provided at the leg 21F is positioned at the mounting hole 264A of the mounting fitting 264 provided on the base 260, and is mounted by the high-strength bolt 266. The accessory 265 is positioned at the mounting accessory 264. Therefore, the leg 2 1F can be easily joined to the base 260 in a simple manner. Further, the guide pin 270 corrects the position of the mounting hole 264A of the mounting fitting 264 provided on the base 260 and the screw hole 265A of the mounted fitting 265 provided on the leg 21F, so that the screw hole 265 A of the mounted fitting 265 is attached. It is easy to set 92043-990621.doc • 44-1356115 is located in the mounting hole 264A of the mounting fitting 264, so that it is easy to insert the high-strength bolt 266 into the mounting hole 264A and the screw hole 265A. (Variation 4) FIG. 54 is a basic joint structure of a fourth modification of the building unit 20 for a pile foundation (including a garage or the like), and the building unit 20 is on at least one side of the skeleton structure as in the second modification. There is no floor beam 22. The steel base structure 280 is fixed by the anchor bolts 262 of the buried plate 261A fixed to the base 261 of the foundation 260. The steel base structure 280 is fixed to the upper portion of the body portion 281 of the anchor bolt 262 on the entire base 261, and the plate-shaped steel mounting fitting 282 is welded and fixed, and a plurality of (for example, four) mounting holes 282A are installed in the mounting. Accessory 282. On the other hand, in a plurality of places (for example, four places) in the hollow lower end portion of the leg 21F of the column 21 of the building unit 20, in the same manner as in the third modification, the mounted fitting 265 is fixed by welding, and each of the mounted fittings 265 is attached. Set the screw hole 265A. Therefore, when the building unit 20 is mounted on the foundation 260, the screw hole 265A of the mounted fitting 265 of the leg 21F is positioned to the mounting hole 282A of the mounting fitting 282 of the base 260 by the guide pin 270 or the like of the modified example 3, A high-strength bolt 266 inserted through the mounting hole 282A of the mounting fitting 282 is positioned to the screw hole 265A of the mounted fitting 265, thereby rigidly engaging the leg 2 1F to the mounting fitting 282 of the base 260. Further, the base structure 280 is not limited to the anchor bolt 262 that fixes the main body portion 281 to the entire base 261 of the foundation 260, and the body portion 281 may be implanted in the entire base 261, and the main body portion 281 is fully integrated. The planting portion of 261 is provided with a locking projection similar to that of the fastening projection 24 1A provided in the support body 24 1 in the second modification. 92 843 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 Design changes and the like are also included in the present invention. For example, in the tenth embodiment of the present invention, it is also possible to adopt a configuration in which the floor beam of the building unit is rigidly coupled to the column foot. Further, the building unit is not limited to the bobbin structure, and a wall structure may be employed. Further, the floor frame group and the ceiling frame group of the building unit are not limited to the quadrangular shape. In addition, 'the unit building of the present invention, the construction method】 (basic-column just! · raw interface structure 4) can raise the horizontal rigidity of the i-building building unit, and the construction method 11 (the upper and lower beam joint structure) can improve the abutment The horizontal rigidity of the building unit and the vertical rigidity of the floor beam of the upper building, the construction method m (adjacent column connection structure) can improve the horizontal rigidity of the adjacent building unit, and the construction method IV (the inclined member reinforcement structure) can improve the building. The horizontal rigidity of the unit. When the unit building ι chooses to adopt the construction method WV, consider the cost of each construction method, the effect, the design obstacle, etc., in the various types of unit buildings (from the plane angle of the unit building ^, the majority of the building units in the horizontal direction Or the direction of the triangular wall is only equipped with a single-row configuration of 2 single rows, and the type 2 of most rows with most building units arranged in the direction of the beam or the direction of the two walls. When the priority order is selected, as shown in FIG. That is, in the unit building of the single-row type, in the outer wall side, since the influence of the wall surface design obstacle of the construction IV is small, the priority is made (4), and when the rigidity is insufficient, the construction method I is additionally used. In addition, in the single-row configuration type unit building! In the indoor side, due to the influence of the wall surface design obstacle of the construction method 1V, the excellent (four) construction method π, 92843-990621.doc -46 - just L ^, then use the construction method even the additional mining method ίν. The number of units arranged in the eve array is stipulated, the construction cost is reduced, and there is no set of obstacles. When the 'j' is insufficient, the construction IV is used, and even the pursuit, the wood is used, and I just added The unit structure lt using the construction method I 〇 and the 'majority arrangement type lt can be adopted in the order of the construction method „, the construction method n J construction = the construction method Iv [Implementation of the diagram] Fig. 1 shows the unit construction Fig. 2 is a perspective view showing a unit building. Fig. 3 is a perspective view showing a building unit. Fig. 4 is a schematic view showing a mode of a building unit of the construction method 1. Fig. 5 is a view showing a concrete structure 1. A cross-sectional view of the structure. Fig. 6 is a front view showing the mode of the construction (four) unit of the application configuration. Figure 7 shows the specific structure of the construction method, (8) is the front view, and (8) is the cross-sectional view. Figure 8 shows the beam _ principle of the construction η, (Α) shows the mode diagram of the deformation state of the beam, (Β) indicates the birthday (I) shows the pattern diagram of the frame structure model. (C) shows the pattern diagram of the frame structure model. Figure 9 shows the rigid reinforcement principle of the construction unit frame, and (Α) shows the mode diagram of the deformation state of the beam. , # λ 园 Β Β 表 表 表 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 Fig. 12 is a schematic view showing a joint example of a building unit. Fig. 13 is a view showing a modification of the construction method m, and (A) is a plan view showing a joint portion of the lower building unit, ( B) is a cross-sectional view taken along line BB of (A). Fig. 14 is a perspective view showing the opening spacer. Fig. 15 is a view showing a modification of the construction method, showing a plan view of the joint portion of the lower building unit, (B) A section along the B_B line of (A). Figure 16 shows the construction methodΙΠ In the modification, (A) is a plan view showing a joint portion of the lower building unit, and (B) is a cross-sectional view taken along line BB of (A). Fig. 17 is a view showing a building unit to which the construction method 1 is applied, (a) The front view of the lowermost building unit is shown, and (B) is the front view of the upper building unit. Fig. 18 is a schematic view showing the principle of rigidity strengthening of the frame of the construction IV. Fig. 19 is a view showing the rigidity enhancement of the frame of the construction Iv. Fig. 20 is a front view showing an example of installation of the slanting member of the construction IV. Fig. 21 is a view showing a lower end mounting portion of the slanting member, (A) is a front view, (B) is a sectional view, and Fig. 22 is a sectional view (4) A cross-sectional view of the middle portion of the ceiling beam at the upper end of the slanting member. Fig. 3 is a diagram showing the construction of the construction method, the unit building, (4) is a plan view before the ceiling beam is reinforced, and (8) is attached to the ceiling. Fig. 24 is a plan view showing the joined state of the two building units. Fig. 5 is a view showing the unit building of the second embodiment of the construction method v, and (4) is a title of 92834- 990621.doc •48- 1356115 The plan plan before the reinforcement of the slab beam, (8) is the plan plan after the reinforcement of the ceiling. m Figure 26 shows the unit building of the third embodiment of the construction method, (4) before the ceiling beam is reinforced, 1 is a plan view of the mode after reinforcement, and (8) is a front view of the joint structure of the unit building of the fourth embodiment which is connected to the ceiling beam and Fig. 27. Fig. 28 is a side view of Fig. 27. Fig. 29 is a view showing the construction method. Fig. 30 is a perspective view showing an attachment used in the construction method v. Figs. 31A to 31F are diagrams showing a guide sequence of the guide ring of the construction method v. 32A-32E are schematic diagrams showing the order of derivation of the construction v. Figure 33 is a diagram showing the pattern plane of the unit building of the deformation of the construction worker (1) = 34 is a building unit, (8) is a side view, and (8) is a pattern diagram. Figure 35 is a cross-sectional view of the column and floor beam of the reading unit. Fig. 36 is a view showing a building unit, and W is a plan view. (8) is a longitudinal section = t is a plan view showing the horizontal joint structure of adjacent building units. The joint structure of the column foot and the core of the building unit is: a beam direction joint sectional view, and (B) is a triangular wall direction joint sectional view. Structure =: The basic joint of the building unit of the modification 2 of the construction method Fig. 4. It is the joint structure of the column and the core of the building unit. (8) 92843-99062 l.do<-49- 1356115 is a longitudinal sectional view, and (B) is a plan view. Fig. 41 is a view showing a core, (4) is a longitudinal sectional view, and (8) is a plan view. Fig. 42 is a plan view showing a configuration of a modification 3 of the construction method. Fig. 43 is a longitudinal sectional view showing the structure of the building unit of the modification example 3 of the construction method. The earth and the earth D, -, and mouth maps 44 show the basic structure, (Fig. 45 shows the building's single e, 1. The horse plan' (B) is a vertical view. Fig. 46 is a plan view showing a base structure, (4) is a plan view, (8) is a center-center diagram, and Fig. 47 is a plan view showing a modification of a base joint portion of a building unit, and a plan view showing a base structure. A plan view of a modified example of the base joint portion is a plan view of the base structure. Fig. 51 is a cross-sectional view showing the guide pin, Fig. 52 is a perspective view showing a joining process of the base leg, and Fig. 53 is a guide pin. Fig. 54 is a longitudinal sectional view showing a single structure of a building according to a modification of the construction method of Fig. 4. Fig. 55 is a chart showing the application of the construction method of the building. .doc -50- 1356115 [Explanation of main component symbols] 1,1A ~D Unit building 10 Foundation 11 Earth-made foundation 12 Tractor check 13 Foundation structure 14 Mounting fittings 15 High-strength bolts 20 Building units 21 Column 21A, 21B Side wall 21F Column foot 21H Column head 22 Steel floor beam 23 Ceiling beam 22J, 23K, 23J, 23L Connecting rod 25 Reinforcement frame 26 Reinforcement column 26A, 26B Mounting plate 27 Column 28 Connecting beam 29 Connecting beam 30 Building Unit 31 Column 92843-990621.doc •51 · 1356115 31A 31H 31F 32 33 40 41 42

50 51,52 60 60A, 61A 61 61B 61C

62 70 71 71A 71B 72 72A 80 92843-990621.doc Sidewall column head column floor beam ceiling beam building unit column floor beam ceiling beam flat high strength bolt opening spacer bolt insertion through hole bolt bolt mounting operation hole nut installation operation Hole nut spacer cross direction direction plate bolt insertion through hole bolt insertion through hole triangle wall direction plate bolt insertion through hole spacer -52- 1356115 81 protrusion 90 spacer 91 direction direction plate 92 triangle wall direction plate 101, 102 diagonal member 103 Floor Beam Reinforcement Parts 104 Bolts 104Α Nuts 105 Ceiling Beam Reinforcement Parts 111 High Strength Bolts 111Α Head 112 Nuts 120, 120A ~ D Building Units 121 Connecting Ceiling Beams 122 End Plates 124 Temporary Columns 125 Temporary Beams 126A Temporary Beams 126B Partial beam 130 Building unit 130A, 130B Building unit 131 Grounding plate beam 131A Square ring 131C Short column 92843-990621.doc ·53· 1356115 131J Connecting rod 141, 142, 151, 152 Connecting material 143 High-strength bolt 143A, 153A Nut 200 Guide Ring 201 Hex Head 202 Tip Cone 210 Accessories 211 Gap 212 rotation preventing portion 223 base structure 223A substrate 223B slanting member 224 steel regulating support portion 225 core 231 high-strength bolt 232 washer 233 nut 241 steel control support body 241A buckle protrusion portion 251 core 252A, 252B reinforcement plate 254, 255 High-strength bolt 260 Foundation 92843-990621.doc • 54· 1356115 261 Full base 261A Buried plate 262 Wrong screw inspection 263 Base structure 263A Main body part 263B Bolt fixing plate 264, 265, 282 Mounting fitting 264A, 282A Mounting hole 265A Screw 孑L 270 Guide pin 271 Male thread portion 272 Incomplete thread portion 273 Support shaft 274 Ring guide 274A Oil groove 275 Anti-drop portion 275A Annular groove 275B Stop ring 276 Tip portion 280 Base structure 281 Main body I~IV member R1~R3 rigid joint w beam web 92843-990621.doc -55- 1356115 f flange L full length LI non-deformable truss portion L2 apparent length 92843-990621.doc 56-

Claims (1)

1356115 Patent No. 093114119 Application for a patent for a patent change _Year~] X. Application for a patent park: ^| "丨1· _| ·«___·_ •.丨__|Μ>Λι Μ -------»» . II Early 7G buildings, which are constructed by fixing a building unit comprising a frame structure formed by rigidly joining a column and a raft to a foundation, characterized in that: The column of the building unit is rigidly joined to the foundation; a diagonal member is provided between the column of the building unit and the middle portion of the ceiling beam or the middle portion of the column beam and the floor beam; The adjacent building units are adjacent to each other with a gap therebetween; the screw insertion holes are coaxially disposed on the side walls of the g columns adjacent to each other and the bolt insertion holes are provided in one of the columns a side wall of the back side of the side wall is provided with a bolt mounting operation hole, and a nut mounting operation hole is provided on a side wall of the back side of the side wall of the side pipe provided with the threaded insertion hole; and the tube is arranged side by side An opening spacer disposed coaxially with the screw insertion hole on the opposite side wall of the column is disposed at the same The gap between the side walls; μ inserts the screw into the operation hole of the square pipe column and inserts the screw into the two columns of the main column. The nut will be inserted into the nut mounting hole of the other column. 2. The unit of claim 2, wherein the unit building interconnects a plurality of the aforementioned building units comprising the frame structure formed by rigidly joining the column and the beam, The floor beam of the upper building unit overlaps the ceiling beam of the lower building unit; and the two ends of the floor beam and the ceiling beam are joined to each other in a substantially good position. 92843-1000628.doc 3. St Building 'It is constructed by fixing the joint column and the floor mark and the ceiling hazard h to the foundation, and is characterized by: rigidly joining the legs of the building unit to the foundation; setting each of the adjacent building units individually The omitted corners are arranged such that the joints of the omitted columns are arranged to face each other; in the same plane including the joints of the adjacent building units, the joints are disposed in the same plane. The ceiling of the corner of the column is omitted as the connecting ceiling beam; the joint of the adjacent building unit is omitted, and the opposite ceiling is joined to each other. 92843-1000628.doc -2- 1356115 VII. Designated representative map: (1) The representative representative figure of this case is: (2). (2) The symbol of the representative figure is briefly described as follows: 1 Unit building 10 Foundation 20, 30, 40 Building unit 21, 31, 41 Columns 32, 42 Floor beams 23, 33, 43 Ceiling beams 101, 102 Oblique members I to IV Component 8. If there is a chemical formula in this case, please disclose the chemical formula that best shows the characteristics of the invention (none) 92843-990621.doc