JP2013011133A - Column-beam joint structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a column-beam joint structure capable of easily joining a column and a beam to each other.SOLUTION: A joint member 30 for joining a column 10A and a beam 20 includes a joining member 31 disposed at an intersection part between the extensions of the column 10A and the beam 20, column joining members 32 joined to the lower end face of the joining member 31, and beam joining members 33 joined to the side faces of the joining member 31. The joining member 31 and the column joining members 32 are joined to each other by inserting bolts 41 vertically fixed to the lower end face of the joining member 31 into the column joining members 32, the column joining members 32 and the column 10A are joined to each other by inserting bolts 42 vertically fixed to the upper end face of the column 10A into the column joining members 32, the column-beam joining member 31 and the column joining members 33 are joined to each other by inserting bolts 51 horizontally fixed to the side faces of the joining member 31 into the beam joining members 33, and the beam joining members 33 and the beam 20 are joined to each other by inserting bolts 52 horizontally fixed to the end face of the beam 20 into the beam joining members 33.

Description

  The present invention relates to a joint structure between a column and a beam.

  In the conventional method, the column and the beam are joined by, for example, an uneven joint obtained by cutting a joint portion of wood, but in recent years, for example, a technique using a joint metal as described in Patent Document 1 has been performed. Proposed. According to such a technique, it is possible to improve the seismic strength by strengthening the joint between the column and the beam while omitting the labor and cost of cutting the wood joint.

JP 2002-013199 A

  By the way, for example, there is a desire to strengthen the joint between the column and the beam by using more pins for joining the joint metal and the column and the joint hardware and the beam, but there are many holes into which the pins are inserted. There are cases where the labor and cost of forming or driving a large number of pins may increase, which is not preferable. Therefore, it has been desired to develop a technique capable of easily and firmly joining a column and a beam without using such many pins.

  An object of the present invention is to provide a column-to-beam joint structure that can easily and firmly join a column and a beam.

In order to solve the above problem, the invention described in claim 1 is, for example, as shown in FIGS.
A joining structure of the pillar 10A and the beam 20 formed by joining the pillar 10A and the beam 20 by the joint member 30,
The joint member 30 includes a column beam joint member 31 disposed at an intersection of the column 10A and the beam 20 on an extension,
A box-shaped first columnar joining member 32 joined to the lower end surface of the column beam joining member 31;
A box-shaped beam joining member 33 joined to the side surface of the column beam joining member 31;
The column beam joining member 31 and the first column joining member 32 are formed by inserting a first column connecting bolt 41 vertically fixed to a lower end surface of the column beam joining member 31 into the first column joining member 32. Bolt and nut joined,
The first column joining member 32 and the column 10A are bolt-nut joined by inserting a second column connecting bolt 42 vertically fixed to the upper end surface of the column 10A into the first column joining member 32,
The beam-beam joining member 31 and the beam-joining member 33 are bolted and nut-joined by inserting a first beam connecting bolt 51 horizontally fixed to a side surface of the beam-beam joining member 31 into the beam-joining member 33,
The beam connecting member 33 and the beam 20 are characterized in that a second beam connecting bolt 52 fixed horizontally to the end face of the beam 20 is inserted into the beam connecting member 33 and bolt-nut bonded. .

According to the invention described in claim 1, the beam-column joining member 31 and the first column-joint member 32 are provided with the first column connection bolt 41 fixed vertically to the lower end surface of the beam-column joint member 31. The first column joint member 32 is inserted into the first column joint member 32 to be bolted and nut-joined. The first column joint member 32 and the column 10A have the second column connection bolt 42 fixed vertically to the upper end surface of the column 10A. Since the bolts and nuts are joined by being inserted into the first column joining members 32, the columns 10 </ b> A can be joined to the column beam joining members 31 through the first column joining members 32.
In addition, the beam-column joining member 31 and the beam-joining member 33 are connected to a bolt-nut by inserting a first beam connecting bolt 51 horizontally fixed to a side surface of the column-beam joining member 31 into the beam-joining member 33. The beam connecting member 33 and the beam 20 are bolted and nut-joined by inserting the second beam connecting bolt 52 horizontally fixed to the end face of the beam 20 into the beam connecting member 33. The beam 20 can be joined to the column beam joining member 31 via the beam joining member 33.
In this way, the column 10A and the beam 20 are bolt-nut joined to the column beam joining member 31 via the first column joining member 32 and the beam joining member 33, respectively. Can be easily and firmly joined.

The invention according to claim 2 is, for example, as shown in FIG.
In the joined structure of the pillar 10A and the beam 20 according to claim 1,
A floor panel 60 is installed on the upper surface of the beam 20 including the upper surface of the beam connecting member 33 and the upper end surface of the column beam connecting member 31;
The third column connecting bolt 43 fixed to the upper end surface of the beam-column joining member 31 passes through the floor panel 60 and is then inserted into the second column connecting member 34 to be bolted and nut-joined. The second column joining member 34 is fixed to the upper surface of the floor panel 60,
The second column joining member 34 and the column 10B are bolted and nut-joined by inserting a fourth column connecting bolt 44 vertically fixed to the lower end surface of the column 10B into the second column joining member 34. It is characterized by.

  According to the invention described in claim 2, a floor panel is installed on the upper surface of the beam 20 including the upper surface of the beam connecting member 33 and the upper end surface of the column beam connecting member 31. The third column connecting bolt 43 fixed to the upper end surface passes through the floor panel 60 and is then inserted into the second column connecting member 34 to be bolted and nut-joined, whereby the second column connecting member 34 is fixed to the upper surface of the floor panel 60, and the second column connecting member 34 and the column 10B are connected to the second column connecting bolt 44, which is fixed vertically to the lower end surface of the column 10B. Since it is inserted into the member 34 and is bolted and nut-joined, the floor panel 60 is installed on the upper surface of the beam 20, while the pillar 10 B is connected to the floor panel 60 and the second pillar joining member 34. The beam-column joint It is possible to bond a 31, the beam 20 and the pillar 10B, can be easily and strongly bonded. Further, the floor panel 60 can be firmly fixed by sandwiching the floor panel 60 between the column beam joining member 31 and the second column joining member 34.

The invention described in claim 3 is, for example, as shown in FIGS.
In the joined structure of the pillars 10A and 10B and the beam 20 according to claim 2,
Screw holes are respectively formed in the end face and side face of the beam-column joining member 31;
The first pillar connecting bolt 41 and the third pillar connecting bolt 43 are screwed into the screw holes formed in the end face so as to protrude from the end face,
The first beam connecting bolt 51 is screwed into a screw hole formed in the side surface so as to protrude from the side surface.

  According to the invention described in claim 3, since the first pillar connecting bolt 41 and the second pillar connecting bolt 43 are screwed into the screw holes formed in the end face so as to protrude from the end face. The first column connecting bolt 41 and the second column connecting bolt 43 can be securely attached and fixed, and the first column connecting member 32 and the second column connecting member 34 are bolt-nut connected to the column beam connecting member 31. The appropriate projecting length of the bolt can be adjusted. Further, since the first beam connecting bolt 51 is screwed into the screw hole formed in the side surface so as to protrude from the side surface, the first beam connecting bolt 51 can be securely attached and fixed, and the column In order to join the beam joining member 33 to the beam joining member 31 by bolts and nuts, it is possible to adjust the protrusion length of an appropriate bolt.

The invention described in claim 4 is, for example, as shown in FIGS.
In the joined structure of the pillars 10A, 10B and the beam 20 according to claim 2 or 3,
Each of the pillars 10A, 10B and the beam 20 is formed of a wooden square member,
The ends of the pillars 10A and 10B joined to the first pillar joining member 32 and the second pillar joining member 34 are covered with a metal reinforcing cap 11,
A metal reinforcing cap 21 is covered on an end portion of the beam 20 to be joined to the beam joining member 33.

  According to the fourth aspect of the present invention, the pillars 10A, 10B and the beam 20 formed of wooden square members are joined to the first pillar joint member 32, the second pillar joint member 34, and the beam joint member. Since the metal reinforcing caps 11 and 21 are covered on the respective end portions to be formed, when the bolts and nuts are strongly tightened, the ends of the first column joint member 32 and the second column joint member 34 are The end of the beam 20 joined to the end of the pillars 10A, 10B and the beam joining member 33 joined to the portion is prevented from spreading in the width direction, and the pillar, the first pillar joining member 32 and the second pillar are prevented. The joining member 34 can be firmly joined.

The invention according to claim 5 is, for example, as shown in FIGS.
In the junction structure of the pillar 10A and the beam 20 according to any one of claims 1 to 4,
An insertion hole is formed in the end surface of the column 10A. The first column connection bolt 41 and the second column connection bolt 43 are inserted and fixed by protruding from the end surface after the insertion hole is filled with an adhesive. Has been
An insertion hole is formed in the end surface of the beam 20, and the second beam connecting bolt 52 is inserted and fixed by protruding from the end surface after the insertion hole is filled with an adhesive. To do.

  According to the invention described in claim 5, an insertion hole is formed in the column 10 </ b> A and the beam 20 so as to open at an end surface thereof, and the insertion hole is filled with an adhesive, and then the first column connection bolt 41, Since the second column connecting bolt 43 and the second beam connecting bolt 52 are inserted and fixed so as to protrude from the end face, the connecting bolts 41, 43, 52 and the column 10A and the beam 20 are firmly fixed, The pillars 10A and 10B, the beam 20, and the joining members 32, 33, and 34 can be firmly fixed by bolt and nut joining.

  ADVANTAGE OF THE INVENTION According to this invention, the junction part structure of the pillar and beam which can join a pillar and a beam easily and firmly can be provided.

It is a figure which shows an example of the junction structure of the pillar and beam which concerns on this invention, (a) is a perspective view which shows the junction part of the pillar and beam of a lower floor, (b) is I- of FIG. It is I sectional drawing. FIG. 4A is a perspective view showing a joint portion between a column and a beam on the lower floor, and FIG. 2B is a cross-sectional view taken along the line II-II in FIG. FIG. 4A is a perspective view showing a joint portion between a lower-level column, an upper-level column, and a beam, and FIG. 3B is a cross-sectional view taken along line III-III in FIG. It is a disassembled perspective view of the cap which covers a pillar and a pillar similarly.

  Embodiments of the present invention will be described below with reference to the drawings.

<Embodiment>
For example, as shown in FIGS. 1 to 3, the pillar-to-beam joint structure of the present embodiment joins a lower-floor pillar 10 </ b> A, an upper-floor pillar 10 </ b> B, and a beam 20 by a joint member 30. The lower-layer pillar 10A, the upper-floor pillar 10B, and the beam 20 are joined together.

  Here, as a building to which the present invention can be applied, a building by a shaft construction method having a frame formed of a plurality of columns and beams joined by the joint member 30 is preferable.

  The joint member 30 is joined to a column beam joint member 31 disposed at an intersection of the lower floor pillar 10A, the upper floor pillar 10B and the beam 20, and a lower end surface of the pillar beam joint member 31. A box-shaped first column joint member 32, a box-shaped second column joint member 34 joined to the upper end surface of the column-beam joint member 31, and a box joined to the side surface of the column-beam joint member 31. Shaped beam joint member 33.

  The beam-column joining member 31 is formed in a rectangular parallelepiped shape, and screw holes are formed in the upper and lower end surfaces and the four side surfaces of the beam-column joining member 31, respectively, and a connecting bolt can be screwed into an arbitrary surface. It has become. The first column connecting bolt 41 and the third column connecting bolt 43 are screwed into the screw holes formed in the upper and lower end surfaces so as to protrude from the upper and lower end surfaces, respectively. The first beam connecting bolt 51 is screwed into the screw hole formed on the side surface so as to protrude from the side surface.

As shown in FIG. 1 and FIG. 2, the first columnar joining member 32 has a rectangular parallelepiped outer shape and has a hollow section with a rectangular cross section inside, and has a box shape (square tube shape) in which a pair of opposing side surfaces open. Bolt insertion holes through which the first column connection bolts 41 and the second column connection bolts 42 are inserted are respectively provided on the upper and lower end surfaces facing each other vertically. The first column joining member 32 has an upper end surface joined to the lower end surface of the column beam joining member 31 and a lower end surface joined to the upper end surface of the column 10A. Further, the opening of the first column joining member 32 is arranged with the opening left and right or front and rear in FIG. 1, and the nut 53 is screwed into each connecting bolt and tightened from the opening, thereby enabling bolt and nut connection. .
In addition, as shown in FIG. 3, the second columnar joining member 34 has a rectangular parallelepiped shape and a box shape (square tube shape) having a hollow section with a rectangular cross section inside and opening a pair of opposing side surfaces. Bolt insertion holes through which the fourth column connection bolts 44 and the third column connection bolts 43 are inserted are respectively provided on the upper and lower end surfaces facing each other vertically. The lower end surface of the second column joining member 34 is in contact with the upper surface of the floor panel 60, and the upper end surface is joined to the lower end surface of the column 10B. Further, the opening of the second columnar connecting member 33 is arranged in the left-right or front-rear direction in FIG. 3A, and the nut 53 is screwed into each connecting bolt and tightened from the opening, whereby the bolt-nut connection is achieved. It becomes possible.
The beam connecting member 33 has a rectangular parallelepiped outer shape and has a hollow section with a rectangular cross section inside, and has a box shape (square tube shape) in which a pair of opposed side surfaces are open. A bolt that is longer than the first column connecting member 32 and the second column connecting member 34, and further, a first beam connecting bolt 51 and a second beam connecting bolt 52 are inserted through two side surfaces facing each other on the left and right. An insertion hole is provided. Such a beam joining member 33 has one side surface that is not opened is joined to the side surface of the column beam joining member 31, and the other side surface is joined to the end surface of the beam 20. The beam joining member 33 is arranged with its opening directed to the side surface of the beam 20, and the nut 53 is screwed and tightened to each connecting bolt from this opening, thereby enabling bolt-nut coupling.
In the present embodiment, the first column joining member 32, the second column joining member 34, and the beam joining member 33 are formed in a rectangular tube shape. It is good also as a box-shaped thing which one side opened among the side surfaces.

  The column-column joining member 31 and the first column-joining member 32 are formed by connecting a first column connecting bolt 41 vertically fixed to a lower end surface of the column-beam joining member 31 to an upper end surface of the first column-joining member 32. Bolts and nuts are joined by being inserted into the bolt insertion holes, screwed and tightened. The first column connecting member 32 and the column 10A are inserted through the bolt insertion holes on the lower end surface of the first column connecting member 32 with the second column connecting bolts 42 fixed vertically to the upper end surface of the column 10A. Bolts and nuts are joined by screwing and tightening the nuts.

  The beam-beam joining member 31 and the beam-joining member 33 are configured so that the first beam connecting bolt 51 fixed horizontally to the side surface of the beam-beam joining member 31 is used as a bolt insertion hole on one side surface of the beam-joining member 33. Bolts and nuts are joined by inserting and screwing and tightening the nuts. The beam connecting member 33 and the beam 20 are inserted through a bolt insertion hole on the other side surface of the beam connecting member 33 by inserting a second beam connecting bolt 52 horizontally fixed to the end face of the beam 20 and screwing a nut. Bolts and nuts are joined by tightening together.

As shown in FIG. 3, a floor panel 60 is installed on the upper surface of the beam 20 including the upper surface of the beam connecting member 33 and the upper end surface of the column beam connecting member 31. The fixed third column connecting bolt 43 passes through the floor panel 60 and is then inserted into the bolt insertion hole on the lower end surface of the second column joining member 34, and the nut is screwed and tightened to tighten the bolt. The second pillar joining member 34 is fixed to the upper surface of the floor panel 60 by nut joining.
The second column connecting member 34 and the column 10B are inserted through a bolt insertion hole on the upper end surface of the second column connecting member 34 with a fourth column connecting bolt 44 fixed vertically to the lower end surface of the column 10B. Bolts and nuts are joined by screwing and tightening the nuts.

  The pillars 10A and 10B and the beam 20 are each formed of a wooden square member, and metal is attached to end portions of the pillars 10A and 10B joined to the first pillar joining member 32 and the second pillar joining member 34. A reinforcing cap 11 made of metal is covered, and a metallic reinforcing cap 21 is covered on an end portion of the beam 20 to be joined to the beam joining member 33.

Specifically, as shown in FIG. 4, washers 38 are provided at the ends of the pillars 10 </ b> A and 10 </ b> B as reinforcing caps 11 and 21 that cover the end faces and outer peripheral surfaces of the pillars 10 </ b> A and 10 </ b> B. In addition, it is desirable that the washer 38 be provided on the building structure material to be the beam 20. That is, the washer 38 exhibits a function of protecting the ends of the pillars 10A and 10B and preventing loosening, so that the upright pillars 10A and 10B and the beam 20 constructed between the upright pillars 10A and 10A are stable. It will be possible to maintain a proper mounting state.
In the present embodiment, the washer 38 is provided not only on the building structure material to be the pillars 10A and 10B but also on the end portion of the beam 20 constituting the other building structure material.

  A mounting surface 10e on which the annular portion 38b is mounted is formed on the outer periphery of the pillars 10A and 10B. The mounting surface 10e is formed by cutting the outer peripheral portions of the columns 10A and 10B by a predetermined width and a predetermined depth along the circumferential direction, and is predetermined between the outer peripheral surfaces (side surfaces) of the columns 10A and 10B. There are steps.

The washer 38 is attached to the upper end and lower end of the pillars 10A and 10B, and includes a flat plate portion 38a and an annular portion 38b.
The flat plate portion 38a has a square plate shape and is formed in a size substantially equal to the end surfaces of the columns 10A and 10B. Further, a bolt insertion hole 39 having an inner diameter substantially equal to the diameters of the second column connection bolt 42 and the fourth column connection bolt 44 is formed in the central portion of the flat plate portion 38a. Furthermore, screw holes 40, 40 are formed in the flat plate portion 38a so as to be separated from each other in the diagonal direction of the flat plate portion 38a with the bolt insertion hole 39 interposed therebetween.
The annular portion 38b is formed in a square annular shape along the outer peripheral portion of the flat plate portion 38a and at a right angle to the flat plate portion 38a. The height of the annular portion 38b is substantially equal to the width of the mounting surface 10e, and the thickness of the annular portion 38b is substantially equal to the step between the mounting surface 10e and the outer peripheral surfaces of the columns 10A and 10B. ing.
Furthermore, square holes 38c are formed in the four corners of the washer 38, respectively.

  The washer 38 configured in this manner abuts the back surface of the flat plate portion 38a against the end surfaces of the columns 10A and 10B, and inserts the second column connection bolt 42 and the fourth column connection bolt 44 into the bolt insertion holes 39, respectively. Further, the annular portion 38b is attached by being fitted onto the mounting surface 10e on the outer peripheral portion of the pillars 10A and 10B. In this state, the bolt insertion hole 39, the second column connection bolt 42, and the fourth column connection bolt 44 are arranged coaxially, and the tips of the second column connection bolt 42 and the fourth column connection bolt 44 are the washers 38. Projecting from the flat plate portion 38a by a predetermined length. Further, screws 40a, 40a are inserted into screw holes 40, 40 formed in the flat plate portion 38a, and are screwed into end faces of the columns 10A, 10B. Accordingly, the washer 38 is firmly fixed to the end portions of the pillars 10A and 10B. Furthermore, the four corners of the end surfaces of the pillars 10A and 10B are exposed in the square holes 38c of the washer 38, so that the end surfaces of the pillars 10A and 10B are securely in contact with the back surface of the flat plate part 38a of the washer 38. In addition, the four corners of the lower end surfaces of the columns 10A and 10B are prevented from being crushed.

  In addition, an insertion hole is formed in the end face of each of the pillars 10A and 10B, and the first pillar connecting bolt 41 and the second pillar connecting bolt 43 protrude from the end face after the insertion hole is filled with an adhesive. The beam 20 is inserted and fixed, and an insertion hole is formed in the beam 20 so as to open at its end surface. After the insertion hole is filled with an adhesive, the second beam connecting bolt 52 is inserted from the end surface. It is fixed.

The above-described column / beam joint structure according to the present invention is constructed as follows, for example. That is, first, in a factory or the like, the end portions of the pillars 10A and 10B are covered with the reinforcing caps 11 and 11, and the first column joining member 32 is joined to the upper end surface of the pillar 10A with the reinforcement cap 11 interposed therebetween. The second column joining member 34 is joined with the reinforcing cap 11 sandwiched between the lower end surfaces.
Further, the end portion of the beam 20 is covered with the reinforcing cap 21, and the beam connecting member 33 is bonded to the end surface of the beam 20 with the reinforcing cap 21 interposed therebetween.

At the site, the first column connecting bolt 41, the third column connecting bolt 43, and the first beam connecting bolt 51 are screwed into the column beam connecting member 31 and fixed.
Next, the first column connecting bolt 41 is inserted into the bolt insertion hole on the upper end surface of the first column connecting member 32, and the nut is screwed and tightened to join the bolt and nut, thereby connecting the column 10A and the column beam connecting member. 31 is joined.
Further, the first beam connecting bolt 51 is inserted into the bolt insertion hole on one side surface of the beam connecting member 33, the nut is screwed and tightened, and the bolt and nut connection is performed. Join.
A floor panel 60 is installed on the upper surface of the beam 20, the upper surface of the beam connecting member 33, and the upper end surface of the column beam connecting member 31. The third column connecting bolt 43 fixed to the upper end surface of the beam-column joining member 31 passes through the floor panel 60 and then passes through the bolt insertion hole on the lower end surface of the second column connecting member 34. Bolts and nuts are joined by screwing and tightening nuts to the third pillar connecting bolts 43, thereby fixing the second pillar joining members 34 to the upper surface of the floor panel 60.
By constructing as described above, the building frame can be constructed by joining the pillars 10A, 10B and the beam 20 only by bolt and nut joining at the site, and the work efficiency at the site can be improved.

At the site, the upper end surface of the first column joining member 32 is bolted to the lower end surface of the column beam joining member 31, and then the upper end surface of the column 10A and the lower end surface of the first column joining member 32 are bolted. You may join a nut. Moreover, the 2nd column joining member 34 may be bolt-nut joined to the upper end surface of the floor panel 60, and the column 10B and the 2nd column joining member 34 may be bolt-nut joined after that. Alternatively, the beam joining member 33 may be bolted and nut joined to the side surface of the column beam joining member 31 and then the beam 20 and the beam joining member 33 may be joined by bolt and nut.
Further, at the site, the upper end surface of the column 10A and the lower end surface of the first column joining member 32 are bolt-nut joined, and then the upper end surface of the first column joining member 32 is bolted to the lower end surface of the column beam joining member 31. You may join. Alternatively, the lower end surface of the column 10B and the upper end surface of the second column joining member 34 may be bolted and nut joined, and then the lower end surface of the second column joining member 34 may be joined to the upper end surface of the floor panel 60 by bolt and nut joining. . Alternatively, the beam 20 and the beam joining member 33 may be bolt-nut joined, and then the beam joining member 33 may be bolt-nut joined to the column beam joining member 31.
Even when it is constructed as described above, the building frame can be constructed by joining the columns 10A, 10B and the beam 20 only by bolt-nut joining at the site, and the work efficiency at the site can be improved.

According to the present embodiment, the beam-column joining member 31 and the first column-joining member 32 include the first column connection bolt 41 fixed vertically to the lower end surface of the beam-column joining member 31 as the first column. The first column joining member 32 and the column 10A are inserted into the column joining member 32 and are bolt-nut joined. The second column connecting bolt 42 vertically fixed to the upper end surface of the column 10A is connected to the first column. Since the bolts and nuts are joined by being inserted into the joining members 32, the pillars 10 </ b> A can be joined to the pillar beam joining members 31 and bolts and nuts via the first pillar joining members 32.
In addition, the beam-column joining member 31 and the beam-joining member 33 are connected to a bolt-nut by inserting a first beam connecting bolt 51 horizontally fixed to a side surface of the column-beam joining member 31 into the beam-joining member 33. The beam connecting member 33 and the beam 20 are bolted and nut-joined by inserting the second beam connecting bolt 52 horizontally fixed to the end face of the beam 20 into the beam connecting member 33. The beam 20 can be bolt-nut joined to the column beam joining member 31 via the beam joining member 33.
In this way, the column 10A and the beam 20 are bolted and nut-coupled to the column beam joining member via the first column joining member 32 and the beam joining member 33, respectively. It can be joined easily and firmly.

  Further, a floor panel is installed on the upper surface of the beam 20 including the upper surface of the beam connecting member 33 and the upper end surface of the column beam connecting member 31, and is fixed to the upper end surface of the column beam connecting member 31. The column connecting bolt 43 penetrates the floor panel 60 and is then inserted into the second column connecting member 34 to be bolted and nut-joined so that the second column connecting member 34 is attached to the upper surface of the floor panel 60. The second column connecting member 34 and the column 10B are fixed, and a fourth column connecting bolt 44 fixed vertically to the lower end surface of the column 10B is inserted into the second column connecting member 34 to join the bolt and nut. Therefore, while the floor panel 60 is installed on the upper surface of the beam 20, the column 10B is connected to the column beam joining member 31 and the bolt via the floor panel 60 and the second column joining member 34. Nut joint Since it is Rukoto, the beam 20 and the pillar 10B, it can be easily and strongly bonded. Further, the floor panel 60 can be firmly fixed by sandwiching the floor panel 60 between the column beam joining member 31 and the second column joining member 34.

  Further, since the first column connection bolt 41 and the second column connection bolt 43 are screwed into the screw holes formed in the end surface so as to protrude from the end surface, the first column connection bolt 41 and the second column connection bolt 41 The column connecting bolt 43 can be securely attached and fixed, and an appropriate bolt projection length can be used to join the first column connecting member 32 and the second column connecting member 34 to the column beam connecting member 31 with bolts and nuts. Can be adjusted. Further, since the first beam connecting bolt 51 is screwed into the screw hole formed in the side surface so as to protrude from the side surface, the beam connecting member 33 is bolted to the column beam connecting member 31. Therefore, it is possible to adjust the protrusion length of an appropriate bolt.

  In addition, a metal is attached to each end portion of the pillars 10A, 10B and the beam 20 formed of a wooden square member, which are joined to the first pillar joining member 32, the second pillar joining member 34, and the beam joining member. Since the reinforcing caps 11 and 21 made of metal are covered, the columns 10 </ b> A and 10 </ b> B that are joined to the end portions of the first column joining member 32 and the second column joining member 34 when strongly tightened by bolt and nut joining. Further, the end of the beam 20 and the end of the beam 20 joined to the end of the beam joint member 33 are prevented from spreading in the width direction, and the column and the first column joint member 32 and the second column joint member 34 are prevented. Can be firmly joined.

  The pillars 10A and 10B and the beam 20 are formed with insertion holes that open to the end surfaces thereof, and the insertion holes are filled with an adhesive, and then the first pillar connection bolt 41, the second pillar connection bolt 43, and Since the second beam connecting bolt 52 protrudes from the end face and is fixedly inserted, the connecting bolts 41, 43, 52 and the columns 10A, 10B and the beam 20 are firmly fixed, and the columns 10A, 10B, and The beam 20 and the joining members 32, 33, 34 can be firmly fixed by bolt and nut joining.

In the above embodiment, an example in which the bolt and nut are joined with one bolt is shown, but the present invention is not limited to this. On each surface, bolts and nuts may be joined with two or more bolts.
Further, in the above-described embodiment, the joint structure between the pillar and the beam at the corner portion is described, but the present invention is not limited to this. By adjusting the number of first beam connecting bolts 51 to be inserted into the column beam connecting member 31, the present invention can be applied to a column-to-beam junction structure such as a protruding corner portion or a wall portion without unevenness.
In addition, in a modification, the same code | symbol is attached | subjected to the same member as the said embodiment, and description is abbreviate | omitted.

10A, 10B Column 11 Reinforcement cap 20 Beam 21 Reinforcement cap 30 Joint member 31 Column beam joint member 32 First column joint member 34 Second column joint member 33 Beam joint member 41 First column connection bolt 42 Second column connection bolt 43 Third column connecting bolt 44 Fourth column connecting bolt 51 First beam connecting bolt 52 Second beam connecting bolt 60 Floor panel

Claims (5)

A column and beam joint structure in which a column and a beam are joined by a joint member,
The joint member is a column beam joint member arranged at an intersection on the extension of the column and the beam,
A box-shaped first column joint member joined to the lower end surface of the column beam joint member;
A box-shaped beam joining member joined to a side surface of the column beam joining member;
The column beam joining member and the first column joining member are bolt-nut joined by inserting a first column connecting bolt fixed vertically to a lower end surface of the column beam joining member into the first column joining member,
The first column joining member and the column are bolted and nut-joined by inserting a second column connecting bolt fixed vertically to the upper end surface of the column into the first column joining member,
The beam-beam joining member and the beam-joining member are bolt-nut joined by inserting a first beam connecting bolt fixed horizontally to a side surface of the beam-beam joining member into the beam joining member,
The beam-joint member and the beam are joined to each other by inserting a second beam connecting bolt horizontally fixed to the end face of the beam into the beam-joint member and bolt-nut joining. Construction. In the junction structure of the pillar and beam of Claim 1,
A floor panel is installed on the upper surface of the beam including the upper surface of the beam joint member and the upper end surface of the beam-joint member,
The third column connecting bolt fixed to the upper end surface of the beam-column joining member passes through the floor panel and is then inserted into the second column joining member to be bolted and nut-joined. Fixed to the top surface of
The second column connecting member and the column are bolt-nut connected by inserting a fourth column connecting bolt fixed vertically to the lower end surface of the column into the second column connecting member. And beam joint structure. In the column-to-beam joint structure according to claim 2,
Screw holes are formed in the end face and side face of the beam-column joining member,
The first pillar connecting bolt and the third pillar connecting bolt are screwed into the screw holes formed in the end face so as to protrude from the end face,
A column / beam joint structure, wherein the first beam connecting bolt is screwed into a screw hole formed in the side surface so as to protrude from the side surface. In the junction structure of the pillar and beam of Claim 2 or 3,
Each of the pillars and beams is formed of a wooden square,
A metal reinforcing cap is put on an end portion of the column that is bonded to the first column bonding member and the second column bonding member,
A column-to-beam joining structure, wherein a metal reinforcing cap is covered at an end of the beam to be joined to the beam joining member. In the junction structure of the pillar and beam as described in any one of Claims 1-4,
An insertion hole is formed at the end face of the pillar, and the first pillar connecting bolt and the second pillar connecting bolt are inserted from and fixed to the end face after the insertion hole is filled with an adhesive. ,
An insertion hole that opens at an end face of the beam is formed in the beam, and the insertion hole is filled with an adhesive, and the second beam connecting bolt protrudes from the end face and is fixed. And beam joint structure.

Images