JP2008008145A - Deformation preventing hardware for joining square steel - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a deformation preventing hardware preventing the deformation of square steel even if fastened using an ordinary bolt at a joint part of the square steel used for a roof truss or the like of a steel house. <P>SOLUTION: In joining the square steel 7 to each other or joining the square steel 7 to another member by putting the outer surface of the square steel 7 to a joint hardware 8 and inserting a bolt 12 through a bolt insertion hole opened in the abutting parts of both members 7, 8, to fasten a nut, the deformation preventing hardware 14 comprising a cylindrical bent part 15 having inner surface support parts at both ends to prevent the deformation of the square steel 7, an end locking part 19, and a connection part 16 for connecting the respective parts 15, 19, is inserted from the end of the square steel 7. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

  The present invention provides a deformation prevention hardware for joining a square steel and a frame made of square steel when a hut set of various buildings such as a steel house, a house, and a factory building is composed of square steel made of a thin steel plate member. The present invention relates to an assembling method and a roof truss.

  Conventionally, in the field of thin steel sheet structures, mainly open-section members, represented by channel steel, have been used, but in recent years, due to the development of caulking joining technology, square steel sheets made of thin steel sheets with a square or rectangular cross section, In addition, it has become possible to manufacture closed cross-section members. Moreover, the use range of the square steel made from a thin steel plate has expanded for reasons such as member strength, high torsional rigidity, fit, and appearance.

  On the other hand, conventionally, as a method for joining members, a drill screw has been mainly used, but in order to improve workability, a case where a bolt is used is increasing. Naturally, when joining square steel made of thin steel plates, bolts are more convenient than drill screws. However, since square steel has a closed cross section (a cross section in which the inside is closed), joining with the bolt is not easy.

  As a countermeasure, it is possible to simply drill a hole in the square steel and tighten the bolt passed through this hole. However, the square steel made of a thin steel plate is still easily deformed by the tightening force of the bolt, so it cannot be joined well. . There are (1) a method using a one-side bolt and (2) a method using a stepped bolt 1 as shown in FIG. 15 as an idea for bolting square steel well. In FIG. 15, a square steel purlin material (hereinafter referred to as square steel) 4 is placed along a purlin fitting 3 fixed to the shed bundle 2, and stepped bolts are provided in the bolt holes 5 opened on both sides of the square steel 4. 1 is inserted, and the seated nut 6 is fastened to the stepped bolt 1.

  In both methods (1) and (2), it is necessary to use special bolts, and sufficient joint strength may not be ensured. Although joining is desired, when a bolt is used particularly at the edge of a square steel made of a thin steel plate, the square steel is deformed by the nut fastening, resulting in a problem that the fastening force becomes insufficient as described above.

  The present invention has been proposed in view of the above-mentioned drawbacks, and can prevent deformation of a square steel joint that can smoothly join the square steels or the square steel and other members using a joint metal and a bolt. An object is to provide a method for assembling hardware and square steel and a roof truss.

  In order to solve the above problem, the present invention is configured as follows.

  In the first invention, a metal fitting (gusset plate) is applied to a square steel, and a bolt is inserted into a bolt insertion hole formed in the abutting portion. A deformation preventing hardware used for a portion where steel and another member are joined, wherein the deformation preventing hardware includes a bolt insertion portion having inner side support portions at both ends for preventing deformation to the inside of the square steel, and a square steel It comprises a holding portion for a bolt insertion portion that holds the bolt insertion portion at a position that matches the bolt insertion hole by being engaged with the end edge or being pressed against the inner side surface of the square steel.

  The second invention is characterized in that a plate thickness of the square steel in the first invention is 0.4 mm to 3.2 mm.

  According to a third aspect of the present invention, the bolt insertion portion in the deformation prevention hardware according to the first or second aspect is configured in a cylindrical shape or an arc shape, and the bolt insertion portion and the holding portion of the bolt insertion portion are made of a metal plate. It is characterized in that it is configured as a single metal piece by bending or welding a plurality of members.

  According to a fourth aspect of the present invention, the deformation preventing hardware according to the first or second aspect of the invention is arranged so that the axis is coaxial with the square steel and inserted from the end of the square steel, and the outer surface of the cylinder wall is square steel. Consists of a cylindrical main body that serves as an inner surface support that prevents inward deformation, and has an engaging portion that engages with the edge or inner surface of the square steel on the outer periphery of the cylindrical wall of the cylindrical main body. A bolt hole as the bolt insertion portion is formed in the cylindrical wall symmetrical portion.

  5th invention hold | maintains the 1st flame | frame made from square steel at the bottom part of the joining metal fitting (gusset plate) which has a substantially U-shaped holding | maintenance part in at least one part, and either 1st-5th The second frame and the third frame made of square steel with the deformation preventing hardware of the invention described in item 1 attached to the end are applied to one or both of the inside of the gusset plate, and a bolt is inserted into the contact portion. Thus, the frames or the frame and another member are joined via the gusset plate.

  The roof truss of the sixth invention uses the first, second, and third frames in the fifth invention for any of the upper chord material, the lower chord material, and the diagonal material, and the assembly of the frame of the fifth invention. It is characterized by constructing using a method.

  In the present invention, when the square steels used for the roof truss of a steel house or the like and the square steel and other members are bolted together via a joint metal (gusset plate), the square steel at the position where the bolt insertion hole is opened Since there is a deformation-preventing hardware that prevents deformation, the square steel made of a thin steel plate will not be deformed even if it is tightened and fixed using ordinary bolts.

  In addition, this deformation-preventing hardware can be precisely matched with the bolt insertion hole established in the square steel by only a very simple mounting operation of inserting into the inside from the end of the square steel. The positioning and fixing of the deformation preventing hardware can be performed smoothly and quickly.

  In addition, when a roof truss or the like is assembled using a plurality of square steel frames incorporating the above-mentioned deformation-preventing hardware, the assembly work of the frame is smoothly performed, and the assembled roof truss has a strong joint. The overall framework is also robust. Furthermore, the joining operation | movement of a flame | frame becomes still smoother by using the joining hardware (gusset plate) of a cross-sectional U character for the junction part of a some flame | frame.

  According to the present invention, by inserting a deformation prevention hardware into a square steel used as a frame for a steel house roof truss or a frame, etc., the joint between the square steels or the square steel and other members can be connected to an ordinary bolt. The square steel does not deform even if it is tightened tightly, so the use of normal bolts with high tightening strength can fully demonstrate its fastening function. When using stepped bolts or one-side bolts Can solve problems such as insufficient fastening power.

  In addition, this deformation-preventing hardware can be precisely matched with the bolt insertion hole established in the square steel by only a very simple mounting operation of inserting into the inside from the end of the square steel. The positioning and fixing of the deformation preventing hardware can be performed smoothly and quickly.

  Furthermore, when a roof truss or the like is assembled using a plurality of square steel frames incorporating the above-mentioned deformation prevention hardware, the assembly work of the frame is smoothly performed, and the assembled roof truss has a strong joint. The overall framework is also robust. Furthermore, the joining operation | movement of a flame | frame becomes still smoother by using the joining hardware (gusset plate) of a cross-sectional U character for the junction part of a some flame | frame.

  Next, embodiments of the present invention will be described in detail with reference to the drawings.

  FIGS. 1A and 1B are schematic explanatory views of an example of a joining structure of square steel (frame) made of thin steel plates, and illustrate the components of a building hut assembly. In the figure, a plurality of square steels 7a, 7b, 7c arranged at different angles in the same plane intersect inside a joint metal (gusset plate) 8 formed by bending a metal plate into a substantially U shape. The square steels 7a, 7b, and 7c are joined to each other through the bolts 8 and the nuts 8. As the square steels 7a, 7b, and 7c, thin steel plates that are easily deformed by a fastening force of a bolt having a plate thickness of about 0.4 mm to 3.2 mm are used.

  Further, in the illustrated example, an intermediate portion of one square steel 7a among a plurality of square steels is supported by the bottom of a U-shaped joint metal 8, and in the case of FIG. 1 (A), joined to the square steel 7a. Both members are fixed by fastening a nut 13 to a single bolt 12 penetrating both side plates 8a of the metal piece 8. In the case of FIG. 1B, both members are fixed by fastening nuts 15 to a plurality of drill screws 40 that penetrate the square steel 7 a and the joint hardware 8.

  The other two square steels 7b and 7c are led from different angles to the inside of the U-shaped joining hardware 8 at each end, and both of FIGS. 1A and 1B are square steel 7b. , 7c and the bolts 12 that pass through the metal fitting 8 are fastened and fixed to the nuts 13. In this case, as explained in the conventional example, in particular, at the end of the square steel made of thin steel plate, when the nut 13 is fastened to each bolt 12, the square steel 7b, 7c is simply perforated, When the bolt 12 passed through the hole is tightened, the ends of the square steels 7a and 7b cannot be joined well because the rectangular cross section is deformed by the tightening force of the bolt 12.

  For this reason, in the edge part of the two square steels 7b and 7c of FIG. 1, the said problem is solved by inserting the deformation | transformation prevention metal fixture 14 shown in FIGS. 2-5 from the edge part of a square steel. Yes. 2 and 3 show the deformation prevention hardware 14 according to the first and second embodiments, FIG. 4 shows the deformation prevention hardware 14 according to the third embodiment, and FIG. 5 shows the deformation prevention hardware 14 according to the fourth embodiment. Show.

  Hereinafter, it demonstrates in order. The deformation prevention hardware 14 of Embodiment 1 shown in FIG. 2 includes a cylindrical bent portion 15 that forms an insertion portion for the bolt 12 by bending a single rectangular metal plate with a predetermined width into the illustrated shape, and this tube. A connecting portion 16 having a predetermined length extending from the bent portion 15 and an end locking portion 19 formed of a first bending portion 17 and a second bending portion 18 formed at the end of the connecting portion 16. Yes.

  The dimension (L) of the upper and lower ends in the figure of the deformation preventing hardware 14 is provided to be substantially the same dimension as the inner wall surfaces of the upper and lower sides 21 and 22 in FIG. Further, bolt holes 24 are formed at upper and lower sides 21 and 22 of the square steel 7 and at a position away from the end edge 23 toward the other end edge by a predetermined length.

  And the deformation | transformation prevention metal fitting 14 is inserted in the inside from the edge 23 of the square steel 7 by the aspect shown in figure, and the 2nd bending part 18 is latched to the edge 23 of the both sides 25 and 26 of the square steel 7. FIG. In this locked state, the cylindrical bent portion 15 is matched with the bolt holes 24 of the upper and lower sides 21 and 22 of the square steel 7. The length of the connecting portion 16 in the deformation preventing metal piece 14 is such that the cylindrical bent portion 15 matches the bolt hole 24 when the deformation preventing metal piece 14 is locked to the edge of the square steel 7. To the end edge 23 so as to be equal to the length.

  Therefore, the deformation preventing hardware 14 is inserted from the end portion of the square steel 7 and locked to the end edge 23, and the end portion of the square steel 7 (7b, 7c in FIG. 1) is shown in FIG. (C), it arrange | positions inside the both-sides board 8a of the joining metal fitting 8, the bolt 12 is the bolt hole 27 of the both-sides board 8a, the cylindrical bending part 15 of the deformation | transformation prevention metal fitting 14, and the square steel 7 upper and lower By inserting through the bolt holes 24 of the sides 21 and 22 and fastening the nut 13, the square steel 7 can be securely fastened to the both side plates 8 a of the joint hardware 8.

  That is, when configured as in the present embodiment, when the nut 13 is fastened, both end edges of the cylindrical bent portion 15 of the deformation preventing hardware 14 are positioned inside the upper and lower sides 21 and 22 of the square steel 7. Thus, the upper and lower sides 21 and 22 are supported by the upper and lower sides and are not bent and deformed inward when the nut 13 is fastened. Therefore, the fastening action of the nut 13 is effectively alive.

  Next, the second embodiment shown in FIG. 3 is slightly different from the first embodiment in the manufacturing process of the deformation-preventing hardware 14, but both the hardware are functionally the same, so the same elements are denoted by the same reference numerals. Description is omitted and only the differences are described.

  In the second embodiment, the deformation prevention hardware 14 forms a cylindrical body 28 that forms a bolt insertion part, and an end locking part 19 that includes a connection part 16, a first bending part 17, and a second bending part 18. The two substantially right-angle bent members 29 are joined to each other, and the corner portions thereof are fixed by welding 30 and the tip of the connecting portion 16 is welded 30 to the cylindrical body 28. And fix. Other configurations and operations of the second embodiment are the same as those of the first embodiment, and the deformation preventing hardware 14 according to the second embodiment also uses the bolt 12 and the nut 13 to form the square steel 7 as in FIG. It can be securely fastened to both side plates 8a of the joint hardware 8.

  4 is a simplified version of the configuration of the first and second embodiments. In the third embodiment of FIG. 4, the deformation prevention metal 14 has a substantially U-shaped metal plate. The arc-shaped bent portion 9 at the tip is a bolt insertion portion 9a, and the outer bent portions 9b at both ends are configured as an end locking portion 19 with the end edge 23 of the square steel 7.

  In addition, it is good also as the following structure as a modification of FIG. That is, the metal plate having a predetermined plate thickness in the deformation preventing hardware 14, the metal thin plate 10, the metal thin plate 11, and the like are given a resilience that the base end portion spreads outward, and the metal plate using the resilience, By pressing the base end portions of the metal thin plate 10 and the metal thin plate 11 to the inner side surface of the square steel 7, the respective deformation preventing hardwares 14 can be positioned at predetermined positions in the square steel 7. (However, illustration is omitted)

  Next, the deformation prevention hardware 14 of the fourth embodiment shown in FIG. 5 is functionally the same as the first and second embodiments, but the configuration is slightly different. That is, in the fourth embodiment, the deformation prevention hardware 14 is formed of a cylindrical main body 31 that can be inscribed in four sides of the square square steel 7, and the cylindrical main body 31 is provided with a bolt hole 32 through the peripheral wall. ing. Further, a cutting plane 33 having a predetermined width is formed at an interval of 90 degrees on the outer peripheral surface of the cylindrical main body 31, and an engagement step portion that is engaged with the end edge 23 of the square steel 7 at the end of the cutting plane 33. 34 is provided, and this engagement step portion 34 functions as the end locking portion 19.

  In the fourth embodiment, the cylindrical main body 31 is slid while the cutting planes 33 formed on the outer peripheral surface of the cylindrical main body 31 at intervals of 90 degrees are inscribed and slid on the inner wall surfaces of the four sides of the square-shaped square steel 7. Is inserted from the end of the square steel 7, and the engaging step 34 is locked to the end edge 23. Then, the bolts 12 are inserted through the bolt holes 27 of the side plates 8 a of the joint metal 8, the bolt holes 24 of the upper and lower sides 21 and 22 of the square steel 7, and the bolt holes 32 of the cylindrical body 31, and the nut 13 is fastened. Thus, the square steel 7 can be securely fastened to the both side plates 8a of the metal joint 8. That is, since the inner surfaces of the upper and lower sides 21 and 22 of the square steel 7 are supported by the cutting plane 33 of the cylindrical main body 31 in the deformation preventing hardware 14, it does not bend and deform inward when the nut 13 is fastened. Thus, the 13 fastening action is effectively exhibited.

  FIGS. 6-11 shows Embodiment 5, and shows the roof truss 35 formed by joining the frame of the square steel which attached the deformation | transformation prevention metal fitting 14 shown to previous Embodiment 1-4. In the following description, it is assumed that the deformation prevention hardware 14 of the first embodiment is used.

  The roof truss 35 in FIG. 6 is constructed by joining two upper chord members 36, 37 and one lower chord member 38 into a front isosceles triangle, and two upper chord members 36, 37 and one assembled in a triangular shape. The lower chord members 38 are connected by a plurality of lattice members 39. Each chord is composed of a square steel frame made of a thin steel plate having a thickness of about 1 mm. Further, the joint portions of the upper chord members 36 and 37, the lower chord member 38 and the lattice member 39, that is, the portions (a), (b), (c), (d) and (e) in FIG. 7, FIG. 8, FIG. 9, FIG. 10, and FIG.

  That is, as shown in FIGS. 7 to 11, the upper chord members 36, 37, the lower chord member 38, and the lattice member 39 made of square steel are joined by the bolt 12 and the drill screw 40 by the joining hardware 8 having a U-shaped cross section. ing. The side shape of the metal joint 8 is different from a substantially pentagonal shape, a substantially quadrangular shape, a substantially right angled triangular shape, a vertical rectangle, and a horizontal rectangle for each joint location, but the cross-section is U-shaped in common. The upper chord members 36, 37, the lower chord member 38, and the lattice member 39 arranged at different angles in the same plane are arranged inside the both side plates 8a of the U-shaped joining hardware 8, and the bolt 12 or the drill screw 40 is used. Then, the members are fastened.

  This is substantially the same as the structure of the joint shown in FIG. 1, and since the deformation preventing hardware 14 is inserted into the respective ends of the upper chord members 36, 37, the lower chord member 38, and the lattice member 39, In each member (square steel) in which the end portion is located, the square steel can be fastened by the bolt 12 and without deforming the square steel by the action of the deformation preventing function by the deformation preventing hardware 14. In addition, when the joining hardware 8 is arrange | positioned not in the edge part of each member (square steel made from a thin steel plate) but in an intermediate part, it is fundamental to join using the drill screw 40. FIG.

  As described above, the joining device according to the first to fourth embodiments can be applied to the joint portion of a square steel roof truss. By joining the U-shaped joining hardware 8 to the intermediate portion (other than the end) of the square steel in advance, and then joining the U-shaped joining hardware 8 and the square steel using the bolts 12, Therefore, the work can be completed without performing the front / reverse reversing work, which is avoided in assembling the roof truss. Furthermore, in this roof truss, each truss member is arranged in a plane, but the embodiment of the present invention is also applied to a joint portion of a square steel construction member arranged in a three-dimensional direction such as a building berth. 1-3 joining apparatuses can be applied.

  FIGS. 12 and 13 show an example in which the square steel 7 according to the first to fourth embodiments is applied to a berthing part of a building such as a steel house as the sixth embodiment. FIGS. 12B and 13 are detailed views of two examples of the (heavy) portion of the dormitory roof 41 shown in FIG. 12A, and corner steel 42 made of square steel and rafters arranged in a three-dimensional direction. 43 and the rafter 44 are shown as a joint structure in which two kinds of joint hardware (gusset plates) 45 and 46 are joined to each other.

  In the sixth embodiment, the basic configuration of the metal joints 45 and 46 shown in FIG. 12 and FIG. 13 is common, and therefore, common elements will be described with common reference numerals. Each of the metal fittings 45 and 46 is formed by bending a single metal plate into the shape shown in the figure.

  That is, in the middle position of the joint hardware 45, 46, both side plates 47 applied to both side surfaces of the rectangular steel rafter 43, and an upper surface plate 48 applied to either the upper surface or the lower surface of the rafter 43 (FIG. 12). ) Or the lower surface plate 48a (FIG. 13) is bent according to the inclination angle of the rafter 43 to constitute the rafter support portion 49, and one end edge of each side plate 47 (the upper portion of the inclination of the rafter 43). The side plate 50 and the bottom plate 51 are bent to form a substantially L-shaped corner support 52 and a rafter support 53.

  Therefore, in the sixth embodiment, the rafter 43 is arranged inside the inverted U-shape or U-shape of the rafter support portion 49, and the drill screw is screwed into the both side plates 47 of the rafter support portion 49 through the drill screw insertion holes 54 that are opened. By doing so, the rafter 43 can be fixed to the rafter support 49. In addition, the corners 42 arranged at a predetermined angle with respect to the rafters 43, and the ends of the rafters 44 are provided with corners supporting portions 52 formed at a predetermined angle with respect to the rafter supporting portions 49, and the rafters rafters. It is supported by the side plate 50 and the bottom plate 51 of the support portion 53.

  In this case, since the deformation prevention hardware 14 shown in the first to fourth embodiments is disposed at the end portions of the corner tree 42 and the ribbed rafter 44, the side plates of the cornerwood support portion 52 and the ribbed rafter support portion 53. 50 by inserting the bolt insertion hole 56 opened at 50, the corner wood 42, the both side plates of the rafter 44 and the bolt insertion hole of the deformation prevention hardware 14 and disposing the bolt (not shown), and fastening the nut. The corner tree 42 and the rafter rafter 44 can be fixed to the corner tree support part 52 and the rafter rafter support part 53.

  FIG. 14 shows an example in which the square steel 7 according to the first to fourth embodiments is applied to a dormitory part of a building such as a steel house as the seventh embodiment. FIG. 14B is a detailed view of the (g) portion of the same roofing roof 41 as in FIG. 14A, and a square steel purlin 57 and a corner tree 42 arranged in a three-dimensional direction are joined to each other (a gusset). The plate structure shown in FIG.

  The joint hardware 58 in the seventh embodiment includes a purlin support metal 58a, a corner support metal 58b, and a connection metal 58c. The purlin support metal 58a is configured by providing a bottom plate 59 and front and rear upright plates 60 by bending a single metal plate into a side U shape. The corner support metal 58b is formed by bending a single metal plate to provide a bottom plate 61, front and rear upright plates 62, and left and right inclined side plates 63 formed by bending both side edges of the front and rear upright plates 62. Yes. The connecting hardware 58c is configured by providing a connecting portion 64 and front and rear bent portions 65 by bending a single metal plate into a plane U shape.

  Therefore, in the seventh embodiment, the purlin 57 is arranged inside the U-shape of the purlin support metal fitting 58a, and the respective bolt insertions of one upright plate 60 of the purlin support metal fitting 58a and one bent portion 65 of the connection metal fitting 58c are inserted. A bolt (not shown) is passed through the hole 56 and a nut is fastened. Further, bolts (not shown) are passed through the respective bolt insertion holes 56 of one upright plate 60 of the corner support metal fitting 58b and one bent portion 65 of the connection fitting 58c, and a nut is fastened. Further, between the left and right inclined side plates 63 of the corner support metal fitting 58b, the end portions of the two corner trees 42 that are inclined and extended in the left and right direction are arranged, and the bolts of the corner tree 42 and the left and right inclined side plates 63 are respectively arranged. A bolt (not shown) is passed through the insertion hole 65 and a nut is fastened. In this case, the deformation preventing hardware 14 shown in the first to fourth embodiments is fixed to the end of each corner tree 42.

  With the configuration as described above, the purlin support metal 58a, the corner support metal 58b, and the connection metal 58c are coupled to each other via the bolt 12, and the splint 57 is joined by the joint metal 58 made of each of these hardware. The end portions of the two corner trees 42 that are inclined and extended in the left-right direction are joined to form a ridge portion of a ridge roof.

  In the close roof 41, crossing portions such as the purlin 57, the rafter 43, the corner tree 42, and the rafter rafter 44 are joined by joint hardware, but the joint hardware 45, 46, and 58 shown in FIGS. The bolts 12 are formed by bending and forming an edge-reinforcing structure of the rafters 43 and the corners 42 made of the square steel 7 made of a thin steel plate, because they have a simple configuration as much as possible and can be formed easily and rationally. Combined with smooth fastening in the building, it is possible to construct an efficient and low-cost building roof.

(A), (B) is a schematic explanatory drawing of an example of the joining apparatus of the square steel which concerns on embodiment of this invention. (A) is a separation perspective view of the deformation prevention hardware and the square steel according to the first embodiment, (B) is a cross-sectional view when the deformation prevention hardware of FIG. (A) is inserted into the square steel, FIG. These are side surface explanatory drawings in the eccentric position of a figure (B). (A) is a transverse cross section at the time of insertion to the square steel of the deformation prevention hardware concerning Embodiment 2, and (B) is a separation figure of the parts of a deformation prevention hardware of figure (A). It is a cross-sectional view at the time of insertion to the square steel of the deformation prevention hardware concerning Embodiment 3. (A) is a perspective view before insertion of the deformation prevention hardware according to Embodiment 4 into a square steel, (B) is an end view when the deformation prevention hardware of FIG. (A) is inserted into the square steel, (C ) Is a longitudinal side view when the deformation prevention hardware is inserted into the square steel. FIG. 10 is a front view of a roof truss shown as a fifth embodiment. FIG. 6 is a detailed view of part (a) in FIG. 5. FIG. 6 is a detailed view of part (b) of FIG. 5. FIG. 6 is a detailed view of part (c) in FIG. 5. FIG. 6 is a detailed view of part (d) of FIG. 5. FIG. 6 is a detailed view of a portion (e) in FIG. 5. (A) is plane explanatory drawing of a dormitory, (B) is detail drawing of the (f) part of a figure (A). FIG. 12 is a detailed view of the modified example of FIG. (A) is plane explanatory drawing of a dormitory, (B) is detail drawing of the (g) part of figure (A). It is sectional drawing which shows a prior art example and shows the state which fixed the square steel to the shed bundle using the stepped volt | bolt.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Step bolt 2 Hut bundle 3 Purlin attachment metal 4 Square steel 5 Bolt hole 6 Seat nut 7 Square steel 8 Joint metal 8a Both side plates 8b Both side plates 9 Arc-shaped bending part 9a Bolt insertion part 9b Outer bending part 10 Metal thin plate 10a Arc-shaped bent portion 11 Tubular body 12 Bolt 13 Nut 14 Deformation prevention hardware 15 Tubular bent portion 16 Connection portion 17 First bent portion 18 Second bent portion 19 End locking portion 20 End portion 21 Upper side 22 Lower side 23 End edge 24 Bolt hole 25 Both sides 26 Both sides 27 Bolt hole 28 Cylindrical body 29 Right-angled bent portion 30 Weld 31 Cylindrical main body 32 Bolt hole 33 Cutting plane 34 Engagement step portion 35 Roof truss 36 Upper chord member 37 Upper chord member 38 Lower chord material 39 Lattice material 40 Drill screw 41 Ridge roof 42 Corner tree 43 Rafter 44 Scaffold rafter 45 Joint hardware 46 Joint hardware 47 Both sides 48 Upper surface plate 48a Lower surface plate 9 rafter support portion 50 side plate 51 bottom plate 52 corner wood support portion 53 loose rafter support portion 54 drill screw insertion hole 56 bolt insertion hole 57 purlin 58 joint metal fitting 58a purlin support metal 58b corner wood support metal 58c connecting hardware 59 bottom plate 60 front and rear standing plate 61 Bottom plate 62 Front and rear standing plates 63 Left and right inclined side plates 64 Connection plate 65 Front and rear bent parts

Claims (6)

  By applying the joint metal to the square steel and inserting the bolt into the bolt insertion hole established in the contact portion, the square steel and the square steel and other members are joined to each other via the joint metal. A deformation preventing hardware used, wherein the deformation preventing hardware is engaged with a bolt insertion portion having inner side support portions at both ends for preventing deformation to the inside of the square steel, and an edge of the square steel, or a square steel. A metal fitting for preventing deformation of a square steel, comprising: a bolt insertion portion holding portion that holds the bolt insertion portion at a position that matches the bolt insertion hole by being pressed against the inner surface of the square steel.   2. The deformation preventing metal fitting for joining square steel according to claim 1, wherein the square steel has a thickness of 0.4 mm to 3.2 mm.   The bolt insertion portion in the deformation prevention hardware is configured in a cylindrical shape or an arc shape, and the bolt insertion portion and the bolt insertion portion holding portion are formed by bending a metal plate or by welding a plurality of members. The deformation prevention metal fitting for joining square steel according to claim 1 or 2, wherein   The deformation prevention hardware is inserted so that the axis is coaxial with the square steel and inserted from the end of the square steel, and the outer surface of the cylinder wall serves as an inner surface support portion that prevents deformation to the inside of the square steel. The cylindrical body has an engaging portion that engages with the edge or inner surface of the square steel on the outer periphery of the cylindrical wall, and the bolt as the bolt insertion portion at the cylindrical wall symmetrical portion. 3. A deformation preventing metal fitting for joining square steel according to claim 1 or 2, wherein a hole is formed.   The deformation prevention according to any one of claims 1 to 4, while holding the first frame made of square steel at the bottom of a joint fitting (gusset plate) having a substantially U-shaped holding section in at least a part thereof. Put both or one of the second and third frames made of square steel with metal fittings on the inner side of the gusset plate, and insert the bolts into the abutting portions to pass the gusset plate through the gusset plate. A method for assembling a frame, comprising joining frames or frames and other members.   The first, second, and third frames according to claim 5 are used for any one of upper chord material, lower chord material, and diagonal material, and are constructed by using the frame assembling method according to claim 5. Roof truss.

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