JP3713256B2 - Wooden building structure - Google Patents

Description

[0001]
BACKGROUND OF THE INVENTION
  The present invention relates to a structural frame of a wooden building formed by combining a wooden column and a wooden beam. In particular, the relative deformation is constrained at the joint between the column and the beam, and the bending moment between both is restricted. The present invention relates to a wooden building structural frame that is a ramen frame where transmission occurs.
[0002]
[Prior art]
  In a wooden structure that has been widely used for a long time, a column and a beam are joined by inserting a tenon in which the end of the beam is processed into a tenon provided in the column. In such a joint structure, deformation between both is allowed, and no bending moment is transmitted. In other words, the shaft assembly that cannot resist the bending moment and is formed of a plurality of columns and a plurality of beams (including members that are installed in the lateral direction such as torso, eaves, and foundations) is deformed. easy. For this reason, a brace is arranged in the wall between the columns, and resists the shaft assembly from being deformed by a horizontal force during an earthquake or the like.
[0003]
  Bracing is generally provided between a plurality of columns and is required in two orthogonal directions. Therefore, in a conventional wooden building, it is necessary to secure a wall body for providing braces, which may hinder the setting of the opening and the use of the indoor space. Under such circumstances, there has been proposed a so-called rigid connection between the column and the beam, that is, a connection that causes the transmission of a bending moment, and a ramen structure as the shaft assembly. For example, JP-A-8-246561, JP-A-2000-265553, and JP-A-2653414 describe a joint structure of a column and a beam having a ramen structure.
  By using the joining structure as described above to make the wooden framework a ramen structure, bracing can be reduced or eliminated, and the degree of freedom in design is greatly expanded.
[0004]
[Problems to be solved by the invention]
  However, the above known joint structures have the following unsolved problems.
  The structures described in JP-A-8-246561, JP-A-2000-265553, and JP-A-2653414 are all made by abutting the end face of the beam against the side surface of the column. And a beam is joined to the side of a pillar from two directions. That is, the two-direction ramen structure is integrated through the pillars to constitute the entire structural housing. Thus, when a beam in two directions is joined to one column, the structure of the joint between the beam and the column becomes complex, and the amount of cross-sectional defects due to the processing of the column increases. For this reason, when a large bending moment is transmitted from the beam, it may be a structural weak point. In order to avoid such structural weak points, the cross section of the column will be enlarged, but if a column having a large bending rigidity in two directions is adopted, the cross sectional dimension will increase, and the corners of the room will be As a result, the pillars protrude and hinder the use of the living room.
[0005]
  The present invention has been made in view of the circumstances as described above, and its purpose is to join a column and a beam so that a bending moment can be transmitted, and to reduce or eliminate the number of braces as a ramen structure. At the same time, it is to provide a wooden building structure that allows effective use of indoor space without excessively increasing the cross-sectional dimension of the pillar.
[0006]
[Means for Solving the Problems]
  In order to solve the above-mentioned problem, the invention according to claim 1 is formed by joining a wooden beam and a plurality of wooden columns so that a bending moment can be transmitted,Resists horizontal forces in one directionIt has multiple ramen frames,The horizontal cross-section of the wooden column is that the dimension of the wooden beam in the axial direction is wooden. The vertical cross section of the wooden beam is larger than the dimension perpendicular to the axis of the beam, the vertical dimension is larger than the horizontal dimension, and at least two of the ramen frames are horizontally resisting each other. They are arranged so that the direction of the force is different from each other, the wooden columns of each frame are independent, and the wooden beams placed and joined on the wooden columns are connected to each otherA wooden building structure frame characterized by the above is provided.
[0007]
  In the above configuration, the wooden beams and columns are such that the member dimensions in the elevation plane including both axes are larger than the member dimensions in the thickness direction with respect to this surface.Use.That is, the effect of the present invention becomes more prominent by increasing the size of the member in the direction in which the bending moment acts when the beam and column are joined to form a rigid frame structure.
[0008]
  In this structural frame, each frame is provided with a beam and a plurality of columns, and can withstand a vertical load and a horizontal load acting in parallel with an elevation including these axes. It has become. However, it does not have a large resistance against the horizontal force in the direction perpendicular to the vertical surface. However, the frame structures that can resist horizontal force in one direction independently are combined in different directions, and these are joined together, so each frame structure will share and resist horizontal force, A structural housing that can effectively resist horizontal forces in all directions. Each of the rigid frame structures may be configured to resist a horizontal force and bending moment in one direction, and the structure of the joint between the beam and the column can be simplified and firmly bonded. Furthermore, the beam and the column need only resist the bending moment in one direction, and a member having high bending rigidity only in one direction can be used without making the cross section excessive.
[0009]
  Also,In this structural frame, a plurality of rigid frame structures are connected to each other by beams, and a horizontal force is transmitted between the frame structures via the beams. And by joining the beam on the column, These joint surfacesA force perpendicular to the end face and a bending moment are mainly applied. Therefore, it is possible to avoid a large bending moment and shearing force from acting on the joint end face at the same time, and the joint structure can be simplified. Furthermore, since the frame structure is connected by joining the beams, the positions of the columns can be freely set, and the degree of freedom in using the indoor space becomes large.
[0010]
  further,Each frame structure of this structural frame also has a large resistance to bending moment acting in the vertical plane including the axes of the beams and columns constituting the frame. The bending moment acting in the direction of having the other frame structure resists. Therefore, the dimension of the member in the thickness direction can be reduced with respect to the elevation surface. Therefore, it is possible to eliminate the protrusion of the pillar at the corner of the living room. In addition, even if the dimensions of the members are large in the above elevation, the pillars and beams have the same thickness in the thickness direction, so the pillars and beams constitute part of the outer wall or partition wall of the building. By doing so, the use of the indoor space is hardly hindered.
[0011]
  Claim 2The invention concernedClaim 1The wooden building structural frame described above, wherein the wooden beam of the ramen frame has a portion protruding outward from between the positions where the wooden beams are joined to a plurality of wooden columns, and the tip surface of the protruding portion is another ramen frame It is assumed that it is joined to the side of the wooden beam.
[0012]
  In this structural frame, even when the position of the column is limited, each frame structure can surely resist horizontal force. And it can be easily connected with another frame structure, and it can be set as the structure which can transmit horizontal force between each other and can resist horizontal direction force of all directions as a whole.
[0013]
  Claim 3According to the invention, a wooden column having a flat cross section is joined so that a wooden beam having an axis in the major axis direction of the cross section is placed, and a bending moment is transmitted between the wooden column and the wooden beam. Has a number of ramen frames,The wooden pillars of at least two ramen frames are independent of each other, the wooden beams are aligned at their heights,The present invention provides a wooden building structural body characterized in that the wooden beams are connected so that the directions of the axes of the wooden beams are different from each other.
[0014]
  In this structural frame, at least two wooden beams are connected to each other so that a horizontal force during an earthquake or the like is transmitted. Each wooden beam is rigidly connected to the wooden column to form a ramen structure, and resists the bending moment acting in the vertical plane including the axis of the wooden beam and the wooden column. Therefore, for each horizontal force in any direction, each rigid frame structure has sufficient resistance only to a horizontal force and bending moment in one direction. The structural body which shares components in each direction of the bending moment and can resist horizontal force and bending moment in all directions as a whole.
  Further, the wooden beam and the wooden column may be members having a large resistance to a bending moment in one direction, and there is no need to increase the cross-sectional dimension in the direction perpendicular to the vertical plane including these axes. And the junction part of a wooden beam and a wooden pillar should just transmit a bending moment only about one direction, and can simplify a structure.
  In addition, the said ramen frame structure should just have one beam and at least 1 pillar.
[0015]
  Claim 4The invention concernedClaim 3In the wooden building structural frame described above, the cross section of the wooden beam has a horizontal member dimension that is substantially the same as a member dimension in the short side direction of the wooden column, and a member dimension in the height direction of the cross section of the wooden beam is Suppose that it is larger than the dimension of the member in the lateral direction.
[0016]
  In this structural frame, the wooden beam and the wooden column have the same dimensions in the thickness direction of the frame structure formed by them, and these can be used as a part of the wall. This makes it possible to effectively use the living room space without causing a part of the pillar to protrude into the living room.
[0017]
  Claim 5The invention concernedClaim 1 or claim 4In the wooden building structural frame described above, two of the ramen frames that are joined to each other constitute the outer wall of the building, and the wooden beams of both ramen frames are wooden columns. Are joined to each other at the tip of the part overhanging from the joined position, and the lower part of the two overhangs is the opening of the building.
[0018]
  In general, it is difficult to construct a protruding portion such as a veranda or a large eave in a wooden building. In particular, it is common to use a through pillar on the first floor or more at corners of buildings of two or more floors, that is, at the corners, and it is difficult to provide a continuous large opening at the corners. However, in this structure, the wooden beam and the wooden column constitute a frame structure, and the beam protruding from the column position protrudes from two directions to form a protruding corner, so the lower part is continuous on two sides. An opening can be easily provided.
[0019]
  Claim 6The invention concernedAny one of claims 1 to 5In the wooden building structural frame described above, a side surface of the wooden column or the wooden beam, which is parallel to an elevational surface including the axis of the frame structure, is exposed in the room of the building and becomes a part of the wall surface. It shall be.
[0020]
  The wooden beam and the wooden column resist a large bending moment in a direction parallel to an elevational surface including the axis. For this reason, although the member side surface of a wooden beam and a wooden pillar becomes large, this side surface can be finished smoothly and can be used as a part of interior surface. As a result, a living environment with good wood quality can be obtained.
[0021]
  Claim 7The invention according to claim 1Until claim 6In the wooden building structural frame according to any one of the above, the joint structure of the wooden column and the wooden beam of the ramen frame is:
  A screw member having a spiral projecting portion on the outer periphery is screwed into two vertical holes provided at a predetermined interval in the wooden beam, and at both end portions in the column width direction at the end portion of the wooden column. Column fixing brackets are fixed to each other, and a center portion of the end surface of the wooden column in the column width direction is brought into contact with an upper surface or a lower surface of the wooden beam, and an upper end portion or a lower end portion of the screw member is fixed to the column. Assume that it is connected to the bracket.
[0022]
  In this structural frame, the bending moment and the force in the vertical direction are reliably transmitted at the joint between the wooden column and the wooden beam, and high rigidity is maintained. That is, the upper end surface or lower end surface of the column is in direct contact with the lower surface or upper surface of the beam, and a vertical force is transmitted as a support pressure. On the other hand, the column fixing brackets fixed to both end portions are transmitted with a force as a compressive force or tensile force in the axial direction of the column from the screw member inserted into the wooden beam when a bending moment is applied. A bending moment is transmitted between the beams. At this time, most of the force acting on the column fixing bracket is a couple due to a bending moment, and the column fixing bracket and its mounting portion can be made a simple structure.
[0023]
  Moreover, the screw member is penetrated in the vertical direction of the wooden beam, that is, in the direction perpendicular to the grain, and has an effect of reinforcing the beam. And this screw member has the helical extension part of the peripheral surface latched by the wooden beam over the full length, and distributes force in the wide range in the cross section of a beam. Therefore, stress is less concentrated in the beam, and the bending moment is transmitted smoothly.
[0024]
  Claim 8The invention according to claim 1Until claim 6In the wooden building structural frame according to any one of the above, the joint structure of the wooden beam of the ramen frame and the wooden beam of the other ramen frame is formed in a vertical hole drilled in the first wooden beam. A screw member having a spiral projecting portion and a lateral screw hole or through hole is screwed into the screw hole, and is inserted into a lateral hole that reaches the screw member from a side surface of the first wooden beam. A beam joining bracket is fixed to a side surface of the first wooden beam by a screwed bolt or a bolt inserted into the lateral hole and the through hole, and the beam joining bracket and the second wooden beam are connected to each other. It shall be.
[0025]
  In this structural frame, in the joint between the wooden beam and the wooden beam, the vertical force and the horizontal tensile force acting from the second wooden beam are transmitted to the screw member by the bolt through the beam connecting bracket. . The force transmitted to the screw member is transmitted from the peripheral surface of the screw member to the beam in which the screw member is embedded. Therefore, even if a large shearing force acts on the joint between the beams, the force is transmitted smoothly, and there is little occurrence of a large stress locally. Further, the screw member can also be used as a screw member for joining the beam and the column, and the structure of the portion joining the column and the two beams can be simplified.
[0026]
DETAILED DESCRIPTION OF THE INVENTION
  Hereinafter, embodiments of the present invention will be described with reference to the drawings.
  FIG. 1 is a schematic perspective view showing a wooden building structure frame which is an embodiment of the invention according to the present application.
  This structural frame is formed by combining a plurality of rigid frame structures in which wooden columns (hereinafter referred to as columns) and wooden beams (hereinafter referred to as beams) are joined so that a bending moment can be transmitted. That is, a single frame structure is formed by the beam 21 arranged in the X direction and the two columns 11 and 12 supporting the beam 21, and the beam 22, the two beams, and the two columns 13 and 14 arranged in parallel are formed. Thus, one X-direction frame frame is formed. Further, in the Y direction, one frame structure is formed by the beam 23 and the two columns 15 and 16, and one frame structure is formed by the beam 24 and the columns 17 and 18.
[0027]
  These ramen frames have a so-called beam-winning structure in which beams are mounted on columns, and the height of the beams is uniform for all the ramen frames. The columns and beams can be individually resisted against horizontal forces acting in the beam axial direction or bending moments acting in a vertical elevation including the beam and column axes. Are joined. In addition, the columns and beams constituting the frame structure are flat members having a large cross-sectional dimension in a direction parallel to the vertical plane including these axes and a small cross-sectional dimension in a direction perpendicular thereto. Therefore, each frame structure has a large resistance to the horizontal force and bending moment in the vertical plane including the axis of the beam and column, that is, the axis of the frame structure, but the horizontal force in the direction perpendicular thereto. It has little resistance to such as. For example, a frame structure composed of two columns 11 and 12 and a beam 21 has a large resistance to horizontal force and bending moment acting in a vertical plane in the X direction, and is horizontal in the Y direction. It hardly resists force and bending moment.
[0028]
  These frame structures are connected to each other by joining the beams supported on the columns, and the beams are joined so as to be able to transmit horizontal and vertical shearing forces. Yes. Therefore, the horizontal frame in the X direction and the Y direction can be divided and resisted against the horizontal force in any direction acting during an earthquake, etc., and the entire horizontal force can be resisted. It has become.
[0029]
  2 and 3 are exploded perspective views showing an example of a structure in which columns and beams are joined by the structural frame shown in FIG.
  This joint structure connects the column 16 and the beam 23 by fastening two screw members 31 screwed into the beam 23 and two column fixing brackets 32 fixed to the column with bolts 33. Yes, between the positions where the two column fixing brackets 33 are attached, the upper surface 16a of the column is in direct contact with the lower surface of the beam 23.
[0030]
  As shown in the side view and the front view in FIG. 4, the screw member 31 is provided with a spiral projecting portion 31 a on the side surface of a rod-shaped steel member, and screw holes in the axial direction from the end surface at both ends. 31b is provided. As shown in FIG. 2, the screw member 31 is formed by providing two through holes in the vertical direction at predetermined intervals in the beam 23, and further screwing in after cutting a spiral groove. The lengths of the upper and lower end surfaces are set so as to be inside the member from the upper and lower surfaces of the beam 23.
[0031]
  As shown in FIG. 3, the column fixing bracket 32 includes a first plate portion 32a facing the lower surface of the beam 23 and two second plates raised in parallel from two opposite sides of the first plate portion 32a. A through hole 32c through which the bolt 33 is inserted is provided at the center of the first plate part 32a. A steel plate having a sufficient thickness is used for the first plate portion 32a so that bending deformation does not occur. The second plate portion 32b is provided with a plurality of holes 32d through which the pins 34 are inserted.
[0032]
  On the other hand, as shown in FIG. 3, notches 16b are provided at both end portions in the column width direction (beam axial direction) at the upper end of the column 16, and the notches 16b are parallel to the column axial direction. Two slits 16c are provided. The second plate portion 32b of the column fixing bracket is inserted into the slit 16c, and the pin 34 inserted from the vertical surface of the column penetrates the column 16 and is inserted into the hole 32d of the second plate portion 32b. The column fixing bracket 32 is fixed to the column 16.
[0033]
  The column fixing bracket 32 is fixed so that the upper surface of the first plate portion of the column fixing bracket 32 substantially coincides with the upper end surface 16a of the column or is slightly lower, and the bolt 33 inserted through the through hole 32c. Is screwed into a screw hole 31 b provided at the end of the screw member 31, whereby the column fixing bracket 32 and the screw member 31 are coupled, and the column 16 and the beam 23 are joined. At this time, the lower end surface of the screw member 31 is positioned slightly higher than the lower surface of the beam 23, and the upper surface of the column fixing bracket 32 is slightly lower than the upper surface of the column 16, so It is directly pressed against the lower surface of the beam 23 and strongly pressed. As a result, the vertical force is transmitted while the column 16 and the beam 23 are always in pressure contact with each other. For the bending moment acting on the joint portion, the tensile force transmitted from the screw member 31 to the column 16 via the bolt 33 and the column fixing bracket 32 and the column 16 from the screw member 31 via the column fixing bracket 32 are applied. It is resisted by the compressive force transmitted to, and both joints maintain high rigidity.
[0034]
  On the other hand, the joining of the beams can be performed as follows.
  FIG. 5 is an exploded perspective view showing an example of a joint structure of beams used in the structural housing shown in FIG.
  In this joining structure, the end face of the second beam 23 is brought into contact with the side surface of the first beam 21 to join both, and the first screw member 41 screwed into the first beam 21 and the first The second screw member 42 screwed into the second beam 23 is connected via a beam joint fitting 43.
[0035]
  The screw members 41 and 42 have substantially the same configuration as that shown in FIG. 4, but in this screw member, a through hole 41c in a direction perpendicular to the axis is provided in the middle portion in the longitudinal direction, and the first In the screw member 41, a female screw is cut on the inner peripheral surface of the through hole. The through hole of the second screw member 42 has a smooth inner peripheral surface so that a pin can be inserted.
[0036]
  As shown in FIG. 5, these screw members 41, 42 are provided with vertical through holes 21a, 23a at predetermined positions of the first beam 21 and the second beam 23, respectively, and further cut a spiral groove. After being screwed in.
[0037]
  As shown in FIG. 5, the beam joining metal fitting 43 stands in parallel from a first joining plate portion 43 a that is in contact with the side surface of the first beam 21 and two opposing sides of the first joining plate portion 43 a. The first joint plate portion 43a is provided with a plurality of bolt holes 43c through which the bolts 44 are inserted. The second bonding plate portion 43b is provided with a plurality of holes 43d through which the pins 45 are inserted. The beam joint 43 is formed by bending a steel plate and has a thickness that does not cause excessive deformation during use.
[0038]
  The first beam 21 is provided with a lateral hole 21 b that extends from the side surface to the peripheral surface of the first screw member 41. Then, the beam joint fitting 43 is fixed to the side surface of the first beam 21 by a bolt 44 that is inserted into the lateral hole 21b from the side surface of the first beam 21 and screwed into the through hole 41c of the first screw member. Yes.
[0039]
  On the other hand, the end of the second beam 23 is provided with a notch 23b that accommodates the head of the bolt 44 when it comes into contact with the side surface of the first beam 21, and this notch 23b. Therefore, two slits 23c parallel to both side surfaces of the beam are formed. Two second joint plate portions 43b of the beam joint metal fitting 43 are respectively inserted into the slits, and the pins 45 inserted from the side surfaces of the second beam 23 are inserted into the holes 43d of the second joint plate portion 43b. In addition to being inserted, the second screw member 42 is inserted into the through hole 42c.
[0040]
  In such a beam-to-beam joint structure, a vertical force and a horizontal force acting on the second beam 23 are transmitted from the second beam 23 to the second screw member 42, and this second Is transmitted to a pin 45 penetrating the screw member 42 in the horizontal direction. And since this pin 45 is penetrated to the hole 43d of the 2nd junction board part 43b of a beam joining metal fitting, force is transmitted to the beam joining metal fitting 43, and it passes the bolt 44 from the 1st joining board part 43a. It is transmitted to the first screw member 41. In the first screw member 41, a projecting portion 41 a on the peripheral surface is locked to the first beam 21, and vertical force and horizontal force are applied to the first beam 21 from the peripheral surface over the entire length of the first screw member 41. Directional force is transmitted.
[0041]
  The beam connection structure is a portion where a column and a beam are bonded, and the beam and the beam can also be bonded.
  FIG. 6 is a schematic perspective view showing a structure in which the beam 21 and the column 12 in the structural frame in FIG. 1 are bonded to each other, and the end surface of the beam 24 of another frame structure frame is abutted against the side surface of the beam 21 and bonded. It is.
  In this structure, the column 12 and the first beam 21 are joined in the same manner as the joining structure shown in FIGS. 2 and 3, but the two screw members 51 penetrating the first beam 21 are included. One of these has a screw hole 51a penetrating in a direction perpendicular to the axis at an intermediate portion in the length direction. A lateral hole 21c is provided in the first beam 21 from the side surface of the first beam 21 to the screw hole 51a of the screw member 51. The bolt is inserted into the lateral hole 21c and screwed into the screw member 51. Due to 52, the beam joint metal 53 is fixed to the side surface of the first beam 21. The structures and the like of the end portions of the beam joint metal 53 and the second beam 23 are the same as the joint structure shown in FIG. 5, and the first beam and the second beam are joined using the joint metal. Can do.
[0042]
  As described above, the frame structure is formed and connected to each other, so that it is possible to design with a simple structure and a high degree of freedom in using the living room space. In other words, the frame frames are connected by joining the beams to each other, and this joining is performed between the columns of the frame frames or the overhang of the beams as in the case of the beams 21 and 23 in the structural frame in FIG. It is possible to join the end face of the beam 23 to the side face of the beam 21 at the portion, or to join the end portions where the beams 22 and 24 are supported by the columns 13 and 18 like the joining of the beam 22 and the beam 24 to each other. You can also. Further, the frame structure having the columns 17 and 18 at positions far away from the frame structure formed by the columns 11 and 12 and the beam 21 is also obtained by joining the long projecting portion of the beam 24 to the beam 21. The frame structures can be connected to each other with a simple structure, and the structure can be made resistant to forces in the X direction and the Y direction.
[0043]
  Moreover, as shown in FIG. 7, it is also easy to provide a continuous window between the two surfaces of the projecting corner of the building, or to provide an entrance / exit by setting an oblique surface. In this structure, a rigid frame structure composed of columns 71 and 72 and a beam 81 and a rigid frame structure composed of columns 73 and 74 and a beam 82 have protruding portions of the beams 81 and 82, respectively. The tips are joined together. In such a structural housing, the upper portion can be supported without providing a column at the protruding corner, and the opening 111 as described above can be easily provided.
[0044]
  FIG. 8: is a schematic perspective view which shows the wooden building structural frame which is other embodiment of this invention.
  This structural frame has a second floor part, and the lower layer part constituting the first floor and the upper layer part constituting the second floor are formed by combining the ramen frames, respectively, and by laminating these, the entire structure is formed. A structural enclosure is formed. As in the structural frame shown in FIG. 1, the lower layer portion is formed by appropriately selecting the positions of the columns, joining the beams and the columns to form a frame structure, and connecting a plurality of frame structures to each other. Can do. In the upper layer portion, a plurality of pillars are erected on the beams of the lower frame frame structure, the beams are joined on these columns, and the frame frame structures are connected to each other. At this time, it is desirable to join the lower end of the upper column to the beam so that a bending moment can be transmitted, and the structure can be used by inverting the joining structure shown in FIGS. 2 and 3 up and down.
[0045]
  The upper layer column can be provided immediately above the column 92 that forms the lower frame frame structure, for example, the column 91. At this time, as shown in FIG. What is used for joining the pillar 92 and the beam 101 on the first floor can be used in common. Thereby, the pillar 92 of the 1st floor part and the pillar 91 of the 2nd floor part are connected via the screw member 112, and both pillars have rigidity close to the through pillar.
[0046]
  Further, the pillars of the second floor part are not limited to those standing at the same position as the pillars of the first floor part as described above. It is also possible to install the two screw members in common, such as the column 95 and the column 96, at a slightly shifted position. Further, when the column 93 is erected at the joint between the beam 102 and the beam 103, the beam 102 and the column 93 may be joined using a screw member used for joining the beam 102 and the beam 103. it can.
[0047]
  FIG.Claim 3 or claim 4It is a schematic perspective view which shows one Embodiment of the invention which concerns.
  This structural frame is composed of one rigid frame structure in which the axis of the member is included in the vertical direction in the Y direction, and four rigid frame structures that support it in the X direction. The frame body in the Y direction has three columns 121, 122, and 123, and resists horizontal force and bending moment in the Y direction. Each of the X-direction rigid frame structures is composed of one column 124 and one beam 132, and is joined to each other so that a bending moment can be transmitted. Further, the lower end of the pillar 124 may be supported so as to be able to transmit a bending moment with respect to the foundation, or may be supported so as to be able to rotate.
[0048]
  Even in such a structural frame, the beams are joined so as to be placed on the columns, and the heights of the beams are the same. Therefore, the frame frames can be joined to each other at arbitrary positions. The frame can set the position of the column freely. Further, the joining structure of the members only needs to be able to transmit a bending moment in one direction, and the structure is simple.
[0049]
【The invention's effect】
  As described above, the wooden building structure frame according to the present invention includes a plurality of rigid frame structures in which wooden beams and wooden columns are joined to each other so that a bending moment can be transmitted, and these are connected in different directions to form a structural frame. Therefore, each frame structure resists the horizontal force and bending moment in one direction independently. Therefore, it is only necessary to resist the bending moment in one direction for joining the columns and beams of each rigid frame structure, and it is possible to join firmly with a simple structure. And each member can also make the cross-sectional dimension of an orthogonal | vertical direction perpendicular | vertical to the standing surface containing the axis line of a rigid frame structure, and can be set as the building which can use space effectively.
  In addition, the beams are joined so as to be placed on the columns, and the frames are joined by connecting the beams to each other. It becomes possible to set.
[Brief description of the drawings]
FIG. 1 is a schematic perspective view showing a wooden building structure frame according to an embodiment of the present invention.
FIG. 2 is an exploded perspective view of a beam-column joint structure that can be used in the structural housing shown in FIG.
FIG. 3 is an exploded perspective view of a beam-column joint structure that can be used in the structural housing shown in FIG. 1;
4 is a side view and a front view of a screw member used in the column beam connection structure shown in FIGS. 2 and 3. FIG.
5 is an exploded perspective view showing a beam-to-beam joint structure that can be used in the structural housing shown in FIG. 1; FIG.
6 is an exploded perspective view showing a joint structure of two beams and columns that can be used in the structural housing shown in FIG. 1. FIG.
FIG. 7 is a schematic perspective view showing a wooden building structure frame according to another embodiment of the present invention.
FIG. 8 is a schematic perspective view showing a wooden building structure frame according to another embodiment of the present invention.
FIG. 9 is a schematic perspective view showing a joint structure of a first-floor portion pillar, a second-floor portion pillar, and a beam that can be used in the structural housing shown in FIG. 8;
FIG. 10 is a schematic perspective view showing a wooden building structure frame which is another embodiment of the invention according to the present application.
[Explanation of symbols]
11, 12, 13, 14, 15, 16, 17, 18
21, 22, 23, 24 beams
31 Screw member
32 Column fixing bracket
33 volts
34 pins
41, 51 Screw member
42 Screw member
43,53 Beam joint
44,52 volts
45 pin
71, 72, 73, 74 pillars
81,82 beams
91, 92, 93, 94, 95, 96
101, 102, 103 beams
111 opening
112 Screw member
121, 122, 123 pillars
131,132 beams

Claims (8)

It is formed by joining a wooden beam and a plurality of wooden columns so that a bending moment can be transmitted, and has a plurality of frame structures that resist horizontal force in one direction ,
The horizontal cross section of the wooden column has a dimension in the axial direction of the wooden beam larger than the dimension perpendicular to the axis of the wooden beam, and the vertical cross section of the wooden beam has a vertical dimension larger than the horizontal dimension. And
At least two of the ramen frames are arranged so that the directions of the horizontal forces that resist each other are different from each other,
A wooden building structural body characterized in that the wooden columns of each frame structure are independent, and wooden beams placed on and joined to the wooden columns are connected to each other . The wooden beam of the ramen frame has a portion protruding outward from between the positions where the wooden beams are joined to the plurality of wooden columns,
2. The wooden building structure frame according to claim 1, wherein a tip end surface of the projecting portion is abutted against and joined to a side surface of a wooden beam of another ramen frame. A wooden beam having an axis in the longitudinal direction of the cross section is mounted on a wooden column having a flat cross section so that a bending moment can be transmitted between the wooden column and the wooden beam. Have multiple ramen frames,
At least two ramen frame wooden columns are independent of each other,
A wooden building structural frame characterized in that the wooden beams are connected so that their height positions are matched and the directions of the axes of the wooden beams are different from each other. In the cross section of the wooden beam, the member dimension in the lateral direction is substantially the same as the member dimension in the short side direction of the wooden pillar,
4. The wooden building structure frame according to claim 3, wherein a member dimension in a height direction of a cross section of the wooden beam is larger than a member dimension in a horizontal direction. Two ramen frames joined to each other among a plurality of ramen frames constitute an outer wall of the building,
The wooden beams of both frame frames are joined together at the tip of the part that protrudes from the position where the wooden pillar is joined,
The wooden building structure frame according to claim 1 or 4, wherein an opening of the building is provided below the two projecting portions. The wood pillar or the wooden beams, elevation parallel member sides include the axis of the rigid frame rack structure is claims, characterized in that that is part of the wall exposed in the room of the building The wooden building structure frame according to any one of claims 1 to 5 . The joint structure of the wooden column and the wooden beam of the ramen frame is
A screw member having a spiral projecting portion on the outer periphery is screwed into two vertical holes provided at predetermined intervals in the wooden beam,
Column fixing brackets are fixed to both ends in the column width direction at the ends of the wooden columns,
The center part of the end face of the wooden column in the column width direction is in contact with the upper surface or the lower surface of the wooden beam,
The wooden building structural frame according to any one of claims 1 to 6, wherein an upper end portion or a lower end portion of the screw member is coupled to the column fixing bracket. The joint structure of the wooden beam of the ramen frame and the wooden beam of the other frame is
A screw member having a spiral projecting portion and a lateral screw hole or a through hole in the peripheral surface is screwed into the vertical hole drilled in the first wooden beam,
The first wooden beam is inserted by a bolt inserted into the threaded hole through a lateral hole extending from the side surface of the first wooden beam to the screw member, or by a bolt inserted into the lateral hole and the through hole. The beam joint is fixed to the side of
The wooden building structural body according to any one of claims 1 to 6, wherein the beam joint fitting and the second wooden beam are connected to each other.

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