JP2011153412A - Column-beam joint part for system building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a column-beam joint part for system building capable of shortening a construction term and reducing cost of construction. <P>SOLUTION: In this column-beam joint part for system building, upper and lower diaphragms 3, 3 are installed by passing through a column 1 in the joint part of the column 1 and a beam 2 made of square-shaped steel pipes, and both end parts of the upper and lower diaphragms 3, 3 are extended along upper and lower flanges 2a, 2b of the beam 2 from side parts of the column 1, respectively, to form a joint part 3b of the beam 2. Upper and lower flanges 2a, 2b of the beam 2 made of H-steel are joined with the joint part 3b of the upper and lower diaphragms 3 by using a plurality of high strength bolts 4. A reinforcing plate 5 is mounted on a lower side of the joint part 3b of the lower diaphragm 3. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

  TECHNICAL FIELD The present invention relates to a column made of a steel pipe, a beam made of a shaped steel, a diaphragm for joining the beam and the column, and a column beam joint for a system building having a plurality of high strength bolts as components. In addition, a beam made of H-shaped steel can be easily joined on site only with high-strength bolts.

  The applicant decides in advance the dimensions and shape of the components that make up the building, such as pillars, beams, roofing and wall materials, details with other members, construction methods, etc. We have standardized all building production processes from production to construction, developed a system architecture that provides high-quality steel structure buildings with a short construction period and low cost, and have achieved results in the construction of various buildings so far .

  By the way, as a method of joining a beam made of H-shaped steel to a column made of a square steel pipe, a method of joining via a diaphragm is known, and in particular, a beam through which the diaphragm is penetrated and installed in a joint portion of the column with the beam. The format is generally known.

  That is, the side of the column made of a square steel pipe is fastened by bolting the upper and lower flanges of the beam to the upper and lower diaphragms installed through the column at the junction with the beam of the column by a plurality of joint plates and a plurality of high strength bolts, respectively. The end of the beam made of H-shaped steel is joined to the part.

JP-A-11-293768 JP 2004-324361 A JP 2004-11680 A

  However, in the conventional beam-passing type, since the beam is joined to the diaphragm by a plurality of joining plates and high-strength bolts, the joining plate is required and the joining plate is bolted to both the diaphragm side and the beam side. There is a problem that the joining work is very troublesome.

  Further, since the diaphragm is formed in various shapes and dimensions depending on the form of the joint, there is a problem that the manufacturing of the diaphragm is very troublesome and the manufacturing cost increases.

  The present invention has been made to solve the above-described problems. For system construction, a diaphragm can be easily manufactured, and only a high-strength bolt is used, and a column and a beam can be easily joined without using a joining plate. It is an object to provide a column beam joint.

  The system building column beam connection part according to claim 1 is a system building column comprising a column made of steel pipe, a beam made of H-shaped steel, an upper and lower diaphragm for joining the beam and the column, and a plurality of high strength bolts. In the column beam joint portion, upper and lower diaphragms are respectively installed through the joint portion of the column with the beam, and ends of the upper and lower diaphragms are respectively extended from the side portions of the columns along the upper and lower flanges of the beam. The upper and lower flanges of the beam are joined to the extended portions of the upper and lower diaphragms by a plurality of high strength bolts, respectively.

  In the present invention, the joint plate is used by joining the ends of the upper and lower flanges of the beam directly to the extension of the upper and lower diaphragm ends installed through the beam joint of the column with a plurality of high strength bolts. The column and the beam can be easily joined together. Further, by unifying the diaphragm shapes into several types, the diaphragm can be easily manufactured and the manufacturing cost can be reduced.

  The shape of the diaphragm includes an I-shape (see FIG. 2), a cross-shape (see FIG. 4 (c)), a T-shape (see FIG. 5 (a)), It can be unified into an extremely simple shape such as an L-shape (see FIG. 5B), and may be properly used according to the form of the joint. The diaphragm can also be attached in advance at a factory or the like when the pillar is manufactured. Furthermore, it can utilize also for the pillar which consists of any steel pipe of a square steel pipe and a round steel pipe.

  The beam-to-column joint for system building according to claim 2 is characterized in that, in the beam-to-beam joint for system building according to claim 1, a reinforcing plate protrudes below the extension of the lower diaphragm. It is what.

  By reinforcing the lower diaphragm with a reinforcing plate, the shear strength of the lower diaphragm can be increased, and when the steel frame is assembled on site, for example, when the beam is placed, the diaphragm extension is prevented from being broken. be able to. The reinforcing plate may be formed in a rectangular plate shape or a triangular plate shape, and one or several reinforcing plates may be attached in parallel to the longitudinal direction of the beam.

  The present invention saves labor in field construction by joining the ends of the upper and lower flanges of the beam directly to the extension of the ends of the upper and lower diaphragms that are installed through the beam joints of the columns with a plurality of high-strength bolts. , Shortening the construction period, and further reducing costs. In addition, by unifying the diaphragm shapes into several types and using them according to the form of the joint, the diaphragm can be easily manufactured, and cost reduction can be achieved.

A column-beam joint for a system building in which a beam made of H-shaped steel is joined to a beam joint of a column made of a square steel pipe via a diaphragm, (a) is a side view, and (b) is a side view in (a). II sectional view, (c) is a sectional view taken along the line in (a). It is a top view of the diaphragm in FIG. Among the beam-to-column joints for system construction in which a beam made of H-shaped steel is joined to a beam joint of a column made of square steel pipe via a diaphragm, a form in which the lower diaphragm is reinforced by a reinforcing plate is shown. (a) is a side view, (b) is a cross-sectional view taken along the line II in (a). Among the column-beam joints for system building, in which beams made of H-shaped steel are joined to the beam joints of columns made of square steel pipes via diaphragms, the columns are joined to the beams arranged in the four directions of the columns. The form is shown, (a) is a side view, (b) is a sectional view taken along the line II in (a), and (c) is a sectional view taken along the line in (a). A column beam joint for a system building in which a beam made of H-shaped steel is joined via a diaphragm to a beam joint of a column made of a square steel pipe. (A) shows each of the columns and columns arranged in three directions. FIG. 4B is a cross-sectional view showing a joint portion with a beam, and FIG. 5B is a cross-sectional view showing a joint portion between the column and each beam arranged in two adjacent directions of the column.

  1 to 3 show an embodiment of the present invention. In the figure, a beam 2 made of H-shaped steel is connected to a beam 2 of a column 1 made of a square steel pipe and upper and lower diaphragms 3 and 3 and a plurality of heights. Joined by force bolts 4.

  The upper and lower diaphragms 3 and 3 are disposed horizontally through the beam joints of the column 1 at positions substantially the same as the upper and lower flanges 2 a and 2 a of the beam 2.

  The upper flange 3 extends horizontally by a predetermined length in the axial direction of the beam 2 along the upper side of the upper flange 2a of the beam 2, and the lower diaphragm 3 extends in the axial direction of the beam 2 along the lower side of the lower flange 2a of the beam 2. It is extended horizontally for a predetermined length.

  Further, in any of the upper and lower diaphragms 3, a portion passing through the column 1 forms a main body portion 3 a of the diaphragm 3, and portions extending horizontally on both sides of the column 1 form a joint portion 3 b of the beam 2. .

  The diaphragm main body 3 a is formed in a square plate shape having a size slightly larger than the outer diameter of the column 1, and is integrally welded to the column 1 with its peripheral edge slightly protruding from the outer periphery of the column 1. Further, when there is no particular problem in terms of strength, weight reduction and material saving are achieved by forming a through hole in the main body portion 3a.

  The joint portion 3b is formed in a rectangular plate shape that is substantially the same width as or slightly wider than the upper and lower flanges 2a of the beam 2, and is symmetrical with the columns 1 sandwiched between both ends of the diaphragm body portion 3a and the axis of the beam 2 Extends horizontally in the direction. A plurality of bolt holes 3c are formed in the joint portion 3b.

  The upper flange 2a of the beam 2 is joined to the joint portion 3b of the upper diaphragm 3 by a plurality of high strength bolts 4 penetrating the bolt holes 3c of the joint portion 3b, and the lower flange of the beam 2 is joined to the joint portion 3b of the lower diaphragm 3 2a is joined by a plurality of high-strength bolts 4 penetrating the bolt holes 3c of the joint portion 3b.

  FIGS. 3A and 3B show another embodiment of the present invention, in which a reinforcing plate 5 is attached to the lower side of the joint portion 3 b of the lower diaphragm 3.

  The reinforcing plate 5 is formed in a rectangular plate shape (or a triangular plate shape). The reinforcing plate 5 is vertically installed at a position corresponding to the web 2 b of the beam 2 and is attached to the lower diaphragm 3 and the column 1 by welding. A plurality of reinforcing plates 5 may be attached if necessary.

  According to this embodiment, it is possible to increase the shear strength of the lower diaphragm 3 and to prevent the lower diaphragm 3 from being broken during assembly at the site.

  FIGS. 4 and 5 also show another embodiment of the present invention. FIG. 4 shows that a column 1 made of a square steel pipe and beams 2 made of H-shaped steel arranged in four directions thereof are joined via a diaphragm 3. In this case, the diaphragm 3 is formed in a substantially cross shape when seen in a plan view.

  FIG. 5 (a) shows a column-beam joint in which a column 1 made of a square steel pipe and beams 2 made of H-shaped steel arranged in three directions are joined via a diaphragm 3. In this case, the diaphragm 3 is formed in a substantially T shape when seen in a plane.

  FIG. 5 (b) shows a column-beam joint in which a column 1 made of a square steel pipe and beams 2 made of H-shaped steel arranged in two directions are joined via a diaphragm 3. In this case, the diaphragm 3 is substantially L-shaped when viewed in plan.

  In either case, the diaphragm main body 3a is welded to the column 1 and the joint 3b is bolted to the upper and lower flanges 2a of the beam 2. The diaphragm main body 3a and the joint 3b are manufactured in a plan view. For ease of use, each is formed in a rectangular shape. In particular, when a circular steel pipe is used for the column 1, the diaphragm body 3 a may be circular according to the cross-sectional shape of the column 1.

  Furthermore, the lateral width (width in the direction perpendicular to the beam) of the diaphragm body 3a and the joint 3b may be formed to the same width in accordance with the diaphragm body 3a side.

  The present invention can easily join a beam made of H-shaped steel to a column made of square steel pipe.

DESCRIPTION OF SYMBOLS 1 Column made of square steel pipe 2 Beam made of H-shaped steel 2a Flange 2b Web 3 Diaphragm 3a Diaphragm main body 3b Joint part 3c Bolt hole 4 High strength bolt 5 Reinforcement plate

Claims (2)

  In a column-beam joint for system construction consisting of a column made of steel pipe, a beam made of H-shaped steel, an upper and lower diaphragm for joining the beam and the column, and a plurality of high-strength bolts, Diaphragms are respectively installed therethrough, end portions of the upper and lower diaphragms are respectively extended from the side of the column along the upper and lower flanges of the beam, and a plurality of upper and lower flanges of the beam are respectively extended to the extension portions of the upper and lower diaphragms. A column beam joint for system construction, which is joined by high strength bolts.   2. The beam-column joint for system building according to claim 1, wherein a reinforcing plate is installed below the extension portion of the lower diaphragm.

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