JP2016069839A - Connection column - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a connection column capable of improving rigidity and bearing force of respective main frame columns, by improving productivity and workability, by making common use of a member, in the respective main frame columns of a building.SOLUTION: The present invention relates to a connection column 1 constituted by connecting a plurality of members as a main frame column 80 of a building 8. The connection column 1 of applying the present invention comprises an H-shaped steel vertical support material 2 arranged in a pair in at least both side parts of the respective main frame columns 80 and one or a plurality of H-shaped steel connection materials 3 arranged in an intermediate part of the respective main frame columns 80. The vertical support material 2 and the connection material 3 are provided for forming a clearance S by fixing an upper end 2a and a lower end 2b of the vertical support material 2 to a main frame beam 81 of the building 8, without fixing an upper end 3a and a lower end 3b of the connection material 3 to the main frame beam 81 of the building 8. A flange of the vertical support material 2 and a flange of the connection material 3 are mutually joined, and are thereby continued and connected in a lateral direction X of the building 8.SELECTED DRAWING: Figure 1

Description

  The present invention relates to a connecting column configured by connecting a plurality of members as a main frame column of a building.

  Conventionally, for example, a column structure disclosed in Patent Document 1 has been proposed for the purpose of providing a light and rigid column structure of a building. In addition, for the purpose of providing a seismic wall that is easy to manufacture, transport and construct, has relatively high rigidity, and efficiently absorbs energy such as earthquakes, for example, a seismic wall disclosed in Patent Document 2 is proposed. Has been.

  The column structure disclosed in Patent Document 1 includes a pair of vertical chord members made of H-shaped steel extending in the vertical direction and a round pipe spanned between the pair of vertical chord members. With a plurality of diagonal materials, a slit is formed at the end of the diagonal material, and a gusset plate is provided on the flange surface of the vertical chord material, and the gusset plate is inserted into the slit and welded, The diagonal is joined to the string.

  The earthquake-resistant wall disclosed in Patent Document 2 includes a plurality of H-shaped steel panels, and the web has a yield strength region lower than the yield strength of the H-shaped steel web. By joining steel continuously in the lateral direction, a seismic wall is formed between the steel columns.

  In the earthquake-resistant wall disclosed in Patent Document 2, the upper and lower ends of the H-shaped steel panel are fixed to the upper beam and the lower beam with attachment members without forming a gap between the upper beam and the lower beam. It will be a thing. In addition, the earthquake-resistant wall disclosed in Patent Document 2 has a panel formed by bolting a plurality of H-shaped steel flanges, but there is a gap between the plurality of H-shaped steel panels and the steel column. It will be formed.

JP 2013-136898 A Japanese Patent Laid-Open No. 10-153013

  However, the column structure disclosed in Patent Document 1 is such that in each column structure used in a building, a gusset plate is provided on the flange surface of the vertical chord member by welding or the like, and a round pipe is provided on the gusset plate. Since they are joined by welding, the workability and workability are reduced due to the necessity of welding work. Moreover, the pillar structure disclosed by patent document 1 can make the structural member of each pillar structure common by using several structural members from which shapes differ, such as H-section steel and a round pipe. However, there is a problem that the production, transportation cost and construction cost increase.

  The earthquake-resistant wall disclosed in Patent Document 2 is such that an upper end and a lower end of an H-shaped steel panel are fixed between a plurality of steel columns without forming a gap in an upper beam and a lower beam. As what absorbs energy, it will be provided between a plurality of steel columns. For this reason, the earthquake-resistant wall disclosed in Patent Document 2 forms a gap between the plurality of H-shaped steel panels and the steel column, and fixes the plurality of H-shaped steel panels to the upper beam and the lower beam. Therefore, since each steel column is not reinforced with a panel of H-shaped steel, there is a problem that the rigidity and proof stress of each steel column cannot be improved.

  Therefore, the present invention has been devised in view of the above-described problems, and the object of the present invention is to make the members common in each main frame of the building and to improve the manufacturability and workability. An object of the present invention is to provide a connecting column that can improve the rigidity and proof stress of each main frame column.

  The connection pillar which concerns on 1st invention is a connection pillar comprised by connecting a some member as a main frame pillar of a building, Comprising: H arrange | positioned as a pair at least on both sides of each main frame pillar A vertical support member of a section steel, and one or a plurality of H-section steel connecting members disposed in the middle part of each main frame column, wherein the vertical support member and the connecting member are An upper end and a lower end are fixed to the main frame beam of the building, and an upper end and a lower end of the connecting material form a gap without being fixed to the main frame beam of the building, and the vertical support material The flange and the flange of the connecting member are joined to each other so that they are continuously connected in the lateral direction of the building.

  The connecting pillar according to a second aspect of the present invention is characterized in that, in the first aspect, the connecting member is at least part of one H-section steel or a plurality of H-section steels, and an opening is formed in the web. And

  The connecting pillar according to a third invention is the first invention or the second invention, wherein the connecting material is at least a part of one H-section steel or a plurality of H-section steels and is divided into a plurality in the material axis direction. The H-shaped steel short material is provided so as to have a gap in the vertical direction.

  The connecting pillar according to a fourth invention is any one of the first to third inventions, wherein the connecting material is at least part of one H-section steel or a plurality of H-section steels, and includes a web and a flange. Either one or both of them is characterized in that a steel material having a lower strength than the steel material of the vertical support material is used.

  The connecting pillar according to a fifth aspect of the present invention is characterized in that, in any of the first to fourth aspects of the invention, the vertical support member and the connecting member are made of welded lightweight H-section steel.

  According to the first to fifth inventions, since the H-shaped steel having substantially the same shape is used for the vertical support member and the connecting member, a plurality of members constituting each main frame can be shared. In addition, it is possible to suppress an increase in manufacturing cost, transportation cost, and construction cost of the main frame column for the vertical support material and the connecting material. According to 1st invention-5th invention, since each main frame pillar is comprised by connecting a vertical support material and a connection material by bolt joining, a screw, a screw, fitting, etc., bolt joining which is dry type joining As a result, the main structural column is manufactured only by, etc., so that welding work at the construction site is not required, and the production and workability of the main structural column is improved, and the vertical support member or the connecting member is replaced afterwards. Etc. can be facilitated. According to the first to fifth inventions, since the H-shaped steel having substantially the same shape is used for the vertical support member and the connecting member, a plurality of members constituting each main frame can be shared. Because it is possible to manufacture H-section steel with the same mechanical equipment and it is suitable for industrialization (for example, H-section steel can be manufactured on the industrialization line of prefabricated houses), it contributes to the improvement of manufacturability. It becomes possible.

  According to the first to fifth aspects of the present invention, the upper and lower ends of the connecting member each form a gap between the upper and lower main frame beams. When bolting the main frame to the main beam, it becomes possible to carry out the joining work with a gap, and to secure a large installation space for bolting around the base plate and to fix the vertical support material It becomes possible to facilitate the joining operation. According to the first to fifth inventions, the vertical support force and bending resistance required in each main frame column are secured by the vertical support material, and appropriately adjusted by shortening the length of the connecting material, etc. It is possible to easily adjust each main frame column so that the entire main column has a predetermined rigidity, proof stress and the like.

  According to 1st invention-5th invention, the vertical support material of the left side part and the vertical support material of the right side part are arrange | positioned spaced apart in the horizontal direction, and are connected and integrated by one or several connection materials. By doing so, the forces acting from the vertical support members on both sides of each main frame column will be transmitted to each other through the connection material, and each vertical support material will be installed alone without being connected by the connection material It becomes possible to improve the cross-sectional performance of each main frame column rather than the case.

  In particular, according to the second invention, an opening having a predetermined shape and size is formed in the web of the H-shaped steel connecting material, so that a part of the web of the connecting material is lost and the rigidity of the connecting material is reduced. By appropriately adjusting, it becomes possible to easily adjust each of the main frame columns so as to have a predetermined rigidity, proof stress and the like. According to the second aspect of the present invention, the opening is formed in the web of the connecting material of the H-shaped steel, so that piping such as water, gas and electricity is inserted into the opening, and the opening is effectively used as an opening for piping. It can be used.

  In particular, according to the third invention, the short material of the H-shaped steel divided into a plurality is provided as the connecting material, so that each short material can be individually bolted, It is possible to increase the accuracy of the joining operation and facilitate the joining operation. According to the third invention, the plurality of short members are provided so as to have gaps in the vertical direction, so that each main frame column has a predetermined rigidity, proof stress, etc. as a whole. The rigidity of the connecting member can be adjusted as appropriate, and the gap can be effectively used as an opening for piping.

  In particular, according to the fourth aspect of the present invention, the upper and lower ends of the vertical support member are fixed to the upper and lower main frames by using a steel material having a strength lower than that of the vertical support member as the connecting member. The seismic energy acting in the horizontal direction in the event of a large earthquake, etc., is absorbed by the plasticization that precedes the vertical support material of the low-strength connection material while allowing the vertical support material to exhibit the predetermined vertical support force. In each main frame, a vertical support function and an energy absorption function (performance) can be secured at the same time.

  In particular, according to the fifth invention, the welded lightweight H-section steel is used for each of the H-section steel of the vertical support member and the H-section steel of the connecting member, so that the tolerance of the lateral width dimension is small. Despite the fact that a plurality of vertical support members and connecting members are connected continuously in the lateral direction, it is possible to minimize the manufacturing error of the width dimension of each main frame column. Therefore, it is possible to improve the production accuracy and construction accuracy of each main frame column. Furthermore, the welded lightweight H-section steel has a high-frequency resistance weld between the web and the flange, so it has less welding heat effect than ordinary welded H-section steel manufactured by arc welding, and the heat effect of the web and flange base material. Because the material change due to squeezing can be done in a narrow range, it is easier to make the H-shaped steel exhibit the expected structural performance as designed, especially the welded light H-shaped steel has a low yield point. In the case of using steel, the effect that the desired structural performance can be exhibited in the H-shaped steel is great.

It is a perspective view which shows the main frame pillar of the building in which the connection pillar to which this invention is applied is used. It is a top view which shows the building in which the connection pillar to which this invention was applied was provided in multiple places. It is a perspective view which shows the vertical support material of the H-section steel of the connection pillar to which this invention is applied. It is a perspective view which shows the connection material of the H-section steel of the connection pillar to which this invention is applied. It is a front view which shows two vertical support materials and one connection material with the connection pillar to which this invention is applied. (A) is an enlarged front view which shows the state which connected the vertical support material and the connection material with the connection pillar to which this invention is applied, (b) is the state which fixed the vertical support material to the main frame beam. It is an enlarged front view shown. (A) is a front view which shows the substantially circular shaped opening part formed in the web of a connection material with the connection pillar to which this invention is applied, (b) is a front view which shows a substantially rectangular shaped opening part. is there. (A) is sectional drawing which shows the opening part formed by burring the web of a connection material with the connection pillar to which this invention is applied, (b) is an opening part in the state to which the ring cover was attached. It is sectional drawing shown. (A) is a front view which shows the connection material provided with the short material divided | segmented into plurality by the connection pillar to which this invention is applied, (b) is the connection arrange | positioned eccentrically in the vertical direction of a building. It is a front view which shows material. It is a front view which shows two vertical support materials and several connection materials with the connection pillar to which this invention is applied. It is a front view which shows the opening part formed in the one part web of the connection material by the connection pillar to which this invention is applied. It is a front view which shows the short material provided in a part of some connection material with the connection pillar to which this invention is applied. It is a front view which shows the vertical support material provided between the some connection materials with the connection pillar to which this invention is applied. (A) is a front view showing a state in which two vertical support members are connected by one connecting member, and (b) is a front view showing a state in which two vertical support members are not connected by a connecting member. FIG.

  Hereinafter, the form for implementing the connection pillar 1 to which this invention is applied is demonstrated in detail, referring drawings.

  As shown in FIG. 1, the connecting column 1 to which the present invention is applied is configured by connecting a plurality of members as the main frame 80 of the building 8, and the vertical support member 2 as a plurality of members. And the connection material 3 will be connected continuously in the horizontal direction X of the building 8.

  The building 8 is provided with a main frame column 80 extending in the longitudinal direction Y of the building 8 as a column member of a structural member constituting a framework for supporting the building 8 and for supporting the building 8. A main frame beam 81 extending in the lateral direction X of the building 8 is provided as a beam member of a structural member constituting the framework.

  As shown in FIG. 2, the building 8 is provided with main frame pillars 80 at a plurality of locations of the building 8, and a wall material 82 is provided between the main frame columns 80 provided at the plurality of locations as necessary. Provided. As shown in the A part and the B part of FIG. 2, the building 8 is one in which the connecting pillar 1 to which the present invention is applied is used in each of the main frame pillars 80 provided at a plurality of locations of the building 8. .

  Here, the horizontal direction X of the building 8 means a direction substantially orthogonal to the vertical direction Y of the building 8, and when the vertical direction is the vertical direction Y, all of the directions in the substantially horizontal plane are all. 2 corresponding to the lateral direction X, for example, only the direction substantially parallel to the wall surface material 82 in FIG. 2 does not correspond to the lateral direction X of the building 8 but is substantially perpendicular to the wall surface material 82 in FIG. Etc. are also in the horizontal direction X of the building 8.

  As shown in FIG. 1, the connecting column 1 to which the present invention is applied includes two or more H-shaped steel vertical support members 2 extending in the longitudinal direction Y of the building 8 and 1 extending in the longitudinal direction Y of the building 8. And a plurality of H-shaped steel connecting members 3. In the connecting column 1 to which the present invention is applied, two vertical support members 2 are arranged in a pair on the left side 80a and the right side 80b on both sides in the lateral direction X of each main frame 80, One or a plurality of connecting members 3 are arranged in the intermediate portion 80c in the lateral direction X of each main frame column 80.

  As shown in FIG. 3, the vertical support member 2 includes a substantially flat left flange 4 provided at the left end, a substantially flat right flange 5 provided at the right end, the left flange 4 and the right flange 4. It is provided with a substantially flat web 6 provided continuously at the substantially center of the flange 5, and is formed in a substantially H-shaped cross section in the material axis direction. In the vertical support member 2, a bolt insertion hole 20 that is penetrated in the plate thickness direction is formed at a predetermined location by one or both of the left flange 4 and the right flange 5.

  In the vertical support member 2, a thin steel material is used for each of the left flange 4, right flange 5 and web 6, and the left flange 4, right flange 5 and web 6 are welded together. Thus, a welded lightweight H-section steel is used. The vertical support member 2 is not limited to this, and rolled H-section steel in which the left flange 4, the right flange 5, and the web 6 are integrally formed by hot rolling or the like may be used.

  When the welded lightweight H-shaped steel is used as the vertical support member 2, for example, the thickness of the left flange 4 and the right flange 5 is about 9 mm and the depth is about 100 mm. The thickness dimension is about 6 mm and the width dimension is about 241 mm. As the vertical support material 2, for example, a material having a material length in the material axis direction of about 2700 mm is used.

  The vertical support member 2 is provided with a base plate 7 formed in a substantially flat plate shape at each of an upper end 2a and a lower end 2b in the material axis direction. The base plate 7 is formed, for example, in a substantially rectangular shape having a plate thickness of about 19 mm, and is attached to the upper end surface and the lower end surface of each of the left flange 4, the right flange 5, and the web 6 by welding. The base plate 7 is formed with bolt insertion holes 70 that are penetrated in the thickness direction at predetermined locations.

  As shown in FIG. 4, the connecting member 3 includes a substantially flat left flange 4 provided at the left end, a substantially flat right flange 5 provided at the right end, a left flange 4 and a right flange. 5 and a substantially flat web 6 connected to the approximate center of the web 5 and formed in a substantially H-shaped cross section in the material axis direction. In the connecting member 3, a bolt insertion hole 30 is formed at a predetermined location in each of the left flange 4 and the right flange 5, which is penetrated in the plate thickness direction.

  The connecting member 3 is made of a steel material having a thin plate thickness for each of the left flange 4, the right flange 5 and the web 6, and the left flange 4, the right flange 5 and the web 6 are welded together. Thus, a welded lightweight H-section steel is used. The connecting member 3 is not limited to this, and rolled H-section steel in which the left flange 4, the right flange 5, and the web 6 are integrally formed by hot rolling or the like may be used.

  When the welded lightweight H-section steel is used as the connecting material 3, for example, the thickness of the left flange 4 and the right flange 5 is about 6 mm, the depth is about 100 mm, and the thickness of the web 6 is The dimension is about 6 mm and the width dimension is about 229 mm. As the connecting material 3, for example, a material length in the material axis direction of about 2250 mm is used.

  For example, as shown in part A of FIG. 2, the connecting pillar 1 to which the present invention is applied has two vertical support members 2 and one connecting member 3 that are continuous in the lateral direction X of the building 8. As a result, three H-section steels are used in each main frame 80 of the building 8.

  At this time, as shown in FIG. 5, the connecting column 1 to which the present invention is applied has one vertical support member 2 disposed on each of the left side portion 80 a and the right side portion 80 b of each main frame 80, Between the vertical support member 2 of the left side portion 80a and the vertical support member 2 of the right side portion 80b, one connecting member 3 is disposed in the intermediate portion 80c of each main frame 80.

  The connecting column 1 to which the present invention is applied is bolted in a state where the right flange 5 of the vertical support member 2 of the left side 80a and the left flange 4 of the connecting member 3 are in contact with each other, The left flange 4 of the vertical support member 2 on the right side 80b and the right flange 5 of the connecting member 3 are bolted together so that they are in contact with each other. Are connected continuously in the lateral direction X.

  The connecting column 1 to which the present invention is applied includes an upper main beam 81 provided above the main frame column 80 and a lower main frame beam 81 provided below the main frame column 80. A base plate 7 provided on each of the upper end 2a and the lower end 2b is bolted.

  In the connecting column 1 to which the present invention is applied, the base plate 7 at the upper end 2a and the lower end 2b of the vertical support member 2 is in contact with the upper main frame beam 81 and the lower main frame beam 81 and is bolted. Thus, the upper end 2a of the vertical support member 2 is fixed to the upper main frame beam 81, and the lower end 2b of the vertical support member 2 is fixed to the lower main frame beam 81.

  In the connecting column 1 to which the present invention is applied, the base plate 7 is brought into contact with the upper main frame beam 81 at the upper end 2 a of the vertical support member 2, and the base plate 7 is disposed at the lower end 2 b of the vertical support member 2. The vertical support member 2 has a predetermined material length in the material axis direction so that the vertical support member 2 comes into contact with the frame beam 81, and the connecting material 3 has a predetermined material length in the material axis direction. Thus, the length of the connecting member 3 is shorter than that of the vertical support member 2.

  In the connecting column 1 to which the present invention is applied, the length of the connecting member 3 is shorter than that of the vertical support member 2 so that the upper end 3a and the lower end 3b of the connecting member 3 are upper and lower main beams. It is separated from 81. In the connecting column 1 to which the present invention is applied, the upper end 3a and the lower end 3b of the connecting member 3 are fixed to the upper and lower main beam 81 by being separated from the upper and lower main beam 81. Instead, the gap S is formed between the upper and lower main frame beams 81.

  In the connection column 1 to which the present invention is applied, a steel material having a lower strength than the steel material of the vertical support material 2 is used for the connection material 3 as necessary. The connecting column 1 to which the present invention is applied is, for example, when the steel material of the vertical support material 2 is ordinary steel having normal strength or high strength steel having higher strength than ordinary steel. When the steel material is a low yield point steel having lower strength than ordinary steel, and the steel material of the vertical support material 2 is a high strength steel, the steel material of the connecting material 3 is ordinary steel or a low yield point. It becomes steel. In the connecting column 1 to which the present invention is applied, a steel material having a lower strength than the steel material of the vertical support material 2 is used for one or both of the web 6 and the flange of the connecting material 3. Both the web 6 and the flange may be made of a low-strength steel material only for the web 6 of the connecting material 3.

  For example, the vertical support member 2 and the connecting member 3 are individually manufactured in a factory or the like, and are individually transported to the building site in a state before being connected to each other. As shown in FIG. 6A, the vertical support member 2 and the connecting member 3 are formed by inserting bolts 85 into the bolt insertion holes 20 of the vertical support member 2 and the bolt insertion holes 30 of the connecting member 3 that are overlapped with each other. By temporarily fastening the nut 86 to the bolt 85, the bolt 85 is temporarily assembled in a state where it is placed horizontally at the construction site.

  As shown in FIG. 6B, the vertical support member 2 and the connecting member 3 are erected so that the material axis direction becomes the vertical direction Y after being temporarily assembled in a state where they are placed horizontally at the construction site. The base plate 7 of the vertical support member 2 is brought into contact with the main frame beam 81. When the vertical support member 2 and the main frame beam 81 are fixed to the main frame beam 81, the bolt insertion hole 70 of the base plate 7 and the bolt insertion hole 83 of the main frame beam 81 are overlapped with each other. 85 is inserted, and the nut 86 is fastened to the bolt 85.

  As shown in FIG. 6, the vertical support member 2 and the connecting member 3 are formed by fastening nuts 86 to bolts 85 inserted through the bolt insertion holes 70 of the base plate 7 and the bolt insertion holes 83 of the main frame beam 81. The connecting pillar 1 to which the present invention is applied is assembled by tightening the nut 86 onto the bolt 85 inserted through the bolt insertion hole 20 of the vertical support member 2 and the bolt insertion hole 30 of the connecting member 3.

  The vertical support member 2 and the connecting member 3 are not only temporarily assembled in a state where they are horizontally placed on the building site, but also on the building site without temporary assembly in a state where they are horizontally placed on the building site. The bolts 85 may be fully assembled by tightening the nuts 86 to the bolts 85 in a standing state. If there is no problem in transportation and construction in terms of weight and size, they are assembled or temporarily assembled in a factory or the like. It may be a thing.

  As shown in FIG. 7, the connecting column 1 to which the present invention is applied penetrates the web 6 of the connecting member 3 made of H-shaped steel in the thickness direction, and the opening 60 having a predetermined shape and size is connected to the connecting member 1. It may be formed at a predetermined location on the three webs 6. The opening 60 is formed in a substantially circular shape as shown in FIG. 7A, for example, and may be formed in a substantially rectangular shape as shown in FIG. 7B. The opening 60 may be reinforced by forming a protrusion 60a by burring or the like as shown in FIG. 8 (a). Also, as shown in FIG. The ring cover 60 b may be reinforced by being attached along the outer edge of the opening 60.

  As shown in FIG. 9A, the connecting column 1 to which the present invention is applied includes a plurality of H-shaped steel short members 35 divided into a plurality of members in the material axis direction of the connecting member 3. May be provided. The plurality of short members 35 are bolted to the vertical support member 2 of the left side portion 80a and the vertical support member 2 of the right side portion 80b of the main frame 80 in a state where they are separated from each other in the material axis direction of the connecting member 3. Accordingly, the gaps G are provided in the vertical direction Y.

  As shown in FIG. 9 (b), the connecting column 1 to which the present invention is applied is such that each of the upper end 3a and the lower end 3b of the connecting member 3 is separated from the upper and lower main frame beams 81 by different distances. Then, the connecting material 3 may be provided in a state where it is decentered either upward or downward in the longitudinal direction Y. The connecting column 1 to which the present invention is applied is provided with the connecting member 3 being eccentric in the longitudinal direction Y, and between the height of the gap S1 between the upper main frame beam 81 and the lower main frame beam 81. The height of the gap S2 differs in the vertical direction Y.

  In the connecting column 1 to which the present invention is applied, two vertical support members 2 and two or more connecting members 3 may be connected continuously in the lateral direction X. For example, in the B part of FIG. As shown, the two vertical support members 2 and the three connecting members 3 are connected in a row in the lateral direction X of the building 8 so that each main frame 80 of the building 8 Five H-section steels will be used.

  At this time, as shown in FIG. 10, the connecting column 1 to which the present invention is applied has one vertical support member 2 disposed on each of the left side portion 80a and the right side portion 80b of each main frame 80, Between the vertical support member 2 of the left side portion 80a and the vertical support member 2 of the right side portion 80b, three connecting members 3 are arranged in the intermediate portion 80c of each main frame 80.

  In the connecting column 1 to which the present invention is applied, the right flange 5 of the vertical support member 2 of the left side 80a and the left flange 4 of the connecting member 3 adjacent to the vertical support member 2 of the left side 80a are in contact with each other. In this state, the left flange 4 of the vertical support member 2 of the right side 80b and the right flange 5 of the connecting member 3 adjacent to the vertical support member 2 of the right side 80b are brought into contact with each other. Bolts are joined in contact.

  Further, the connecting column 1 to which the present invention is applied includes the right flange 5 of the connecting member 3 adjacent to the vertical support member 2 of the left side 80a and the left side of the connecting member 3 adjacent to the vertical support member 2 of the right side 80b. Are connected to the left flange 4 and the right flange 5 of the central connecting member 3 in a state of being in contact with each other, so that two vertical support members 2 and three connecting members 3 are joined. Are continuously connected in the lateral direction X.

  In the connecting column 1 to which the present invention is applied, steel material having a strength lower than that of the steel material of the vertical support material 2 is used at least a part of the H-shaped steel of the plurality of connecting materials 3 as necessary. The connecting pillar 1 to which the present invention is applied includes a connecting member 3 adjacent to the vertical support member 2 on the left side 80a when the three connecting members 3 are connected to the two vertical support members 2 in succession. Among the connecting members 3 adjacent to the vertical support member 2 of the portion 80b and the central connecting member 3, a part or all of the H-shaped steel is made of steel having lower strength than the steel member of the vertical support member 2.

  As shown in FIG. 11, the connecting column 1 to which the present invention is applied is at least part of the H-shaped steel of the plurality of connecting members 3, and the web 6 of the connecting member 3 of the H-shaped steel is penetrated in the plate thickness direction. The opening 60 having a predetermined shape and size may be formed at a predetermined portion of the web 6 of the connecting material 3. The connecting pillar 1 to which the present invention is applied includes a connecting member 3 adjacent to the vertical support member 2 on the left side 80a when the three connecting members 3 are connected to the two vertical support members 2 in succession. An opening 60 is formed in the web 6 by a part or all of the connecting members 3 adjacent to the vertical support member 2 of the part 80 b and the central connecting member 3.

  As shown in FIG. 12, the connecting column 1 to which the present invention is applied is at least a part of the H-section steel of the plurality of connecting members 3, and the plurality of H-section steels divided into a plurality in the material axis direction of the connecting member 3. The short material 35 may be provided as one connecting material 3. The connecting pillar 1 to which the present invention is applied includes a connecting member 3 adjacent to the vertical support member 2 on the left side 80a when the three connecting members 3 are connected to the two vertical support members 2 in succession. The short member 35 of the H-section steel divided into a plurality in the material axial direction is a part or all of the connecting member 3 adjacent to the vertical support member 2 of the part 80b and the central connecting member 3 in the material axis direction. The gap G is provided in the vertical direction Y.

  In the connecting column 1 to which the present invention is applied, one vertical support member 2 is disposed on each of the left side portion 80a, the right side portion 80b, and the intermediate portion 80c of each main frame column 80, as shown in FIG. In addition, at the intermediate portion 80c of each main frame 80, between the vertical support member 2 of the left side portion 80a and the vertical support member 2 of the intermediate portion 80c, and between the vertical support member 2 of the right side portion 80b and the intermediate portion 80c. One connecting member 3 may be arranged between each of the vertical supporting members 2.

  At this time, in the connecting column 1 to which the present invention is applied, the right flange 5 of the connecting member 3 adjacent to the vertical support member 2 of the left side 80a abuts on the left flange 4 of the vertical support member 2 of the intermediate part 80c. The left flange 4 of the connecting member 3 adjacent to the vertical support member 2 of the right side portion 80b is brought into contact with the right flange 5 of the vertical support member 2 of the intermediate portion 80c. The three vertical support members 2 and the two connecting members 3 are continuously connected in the lateral direction X by being bolted in the state.

  The connecting column 1 to which the present invention is applied is not limited to this, and a plurality of continuously connected vertical support members 2 are arranged on each of the left side 80a and the right side 80b of each main frame 80. In addition, one or a plurality of connecting members 3 may be disposed between the plurality of vertical support members 2 on the left side portion 80a and the plurality of vertical support members 2 on the right side portion 80b. One or a plurality of vertical support members 2 may also be disposed in the intermediate portion 80c of the frame column 80. In the connecting column 1 to which the present invention is applied, the plurality of connecting members 3 arranged in the intermediate portion 80c of each main frame column 80 have substantially the same material length in the material axis direction or the lengths of the members. Are provided as different ones.

  Here, as shown in FIG. 14 (a), the connecting column 1 to which the present invention is applied includes a vertical supporting member 2 on the left side 80a and a vertical supporting member 2 on the right side 80b. By connecting and integrating, as shown in FIG. 14 (b), the vertical support member 2 of the left side portion 80 a and the vertical support member 2 of the right side portion 80 b are compared with the case where they are not connected by the connection member 3. The effect of improving the cross-sectional performance is high.

For example, the H-section steel used as the vertical support member 2 and the connecting member 3 has a cross-sectional width of 250 mm, a left flange 4 and a right flange 5 with a plate thickness of 9 mm, a depth of 125 mm, and a web 6. The weight of the H-section steel per unit length is 29.0 kg / m, the length of the vertical support material 2 in the material axis direction is 2750 mm, and the length of the connecting material 3 in the material axis direction is 6 mm. When the length is 2250 mm, the cross-sectional secondary moment of each vertical support member 2 in the strong axis direction is 3960 cm ⁴ .

Therefore, as shown in FIG. 14B, when the vertical support members 2 on both sides are not connected by the connecting member 3, the cross-sectional secondary moment in the strong axis direction by the vertical support members 2 on both sides is 7920 cm ⁴ . Further, since the total weight of the H-section steel is 159.5 kg, the cross-sectional secondary moment per unit weight is 49.7 cm ⁴ / kg. On the other hand, as shown in FIG. 14A, when the vertical support members 2 on both sides are connected by the connecting member 3, the cross section in the strong axis direction by the vertical support members 2 and the connecting member 3 on both sides. Since the secondary moment is 54132.5 cm ⁴ and the total weight of the H-section steel is 224.8 kg, the cross-sectional secondary moment per unit weight is 240.9 cm ⁴ / kg, and the vertical support 2 on both sides Compared with the case where is not connected by the connecting material 3, the sectional secondary moment per unit weight is about 4.8 times, so that it can be seen that the effect of improving the sectional performance is very high.

  As shown in FIG. 1, the connecting pillar 1 to which the present invention is applied has a plurality of members constituting each main frame pillar 80 because the H-shaped steel having substantially the same shape is used for the vertical support member 2 and the connecting member 3. Therefore, it is possible to suppress an increase in manufacturing cost, transportation cost, and construction cost of the main frame column 80 for the vertical support member 2 and the connecting member 3. The connecting pillar 1 to which the present invention is applied is an H-shaped steel having substantially the same shape for the vertical support material 2 and the connecting material 3, so that the H-shaped steel can be manufactured with the same mechanical equipment and is suitable for industrialization. Therefore, for example, it is possible to manufacture H-section steel in an industrialization line of prefabricated houses, and it is possible to contribute to improvement of manufacturability.

  In the connecting column 1 to which the present invention is applied, each main frame column 80 is configured by connecting the vertical support member 2 and the connecting member 3 by bolt bonding. Therefore, the main frame column 80 is formed only by bolt bonding which is dry bonding. Is manufactured and does not require welding work at the construction site, improving the manufacturability and workability of the main frame column 80 and facilitating the subsequent replacement of the members of the vertical support member 2 or the connecting member 3 It becomes possible to. Note that the connecting column 1 to which the present invention is applied can manufacture the main frame column 80 not only by dry bonding by bolt bonding but also by dry bonding by screws, screws, fittings, and the like.

  In the connecting column 1 to which the present invention is applied, as shown in FIG. 5, each of the upper end 3 a and the lower end 3 b of the connecting member 3 forms a gap S between the upper and lower main frame beams 81. Therefore, when the base plate 7 at the upper end 2a and the lower end 2b of the vertical support member 2 is bolted to the main frame beam 81, the joining operation can be performed in the gap S, and the bolt joining around the base plate 7 can be performed. Therefore, it is possible to secure a large construction space for the purpose and facilitate the joining work for fixing the vertical support member 2.

  The connecting column 1 to which the present invention is applied has a material length of the connecting member 3 shorter than that of the vertical supporting member 2, so that the vertical supporting force and bending resistance required for each main frame column 80 can be reduced. 2 and can be easily adjusted so that each main frame column 80 has a predetermined rigidity, proof stress, etc. by appropriately adjusting the length of the connecting member 3 by shortening the length of the connecting member 3 or the like. It becomes possible. The connecting column 1 to which the present invention is applied not only shortens the length of the connecting material 3 but also adjusts the specifications (positions and bolt quantities of bolt joints, etc.) of the joints between the flanges, and the web 6 of the connecting material 3. Also by changing the plate thickness dimension, it is possible to easily adjust the entire main frame column 80 so that the whole main structural column 80 has predetermined rigidity, proof stress and the like.

  The connecting column 1 to which the present invention is applied resists the bending moment generated by the seismic force and the like in addition to the vertical supporting force required for each main frame column 80. Although a large force in the axial direction of the material is generated at both side ends of the connecting column 1 (outermost edge in the cross section of the entire connecting column 1), the vertical support member 2 is arranged at both side ends of the connecting column 1 to generate seismic force. It is possible to realize a rational resistance mechanism against a bending moment caused by the above.

  As shown in FIG. 7, the connecting column 1 to which the present invention is applied has an opening 60 having a predetermined shape and size in the web 6 of the connecting member 3 made of H-shaped steel. It is possible to easily adjust each of the main structural columns 80 to have a predetermined rigidity, proof stress, etc. by appropriately adjusting the rigidity of the connecting member 3 by removing a part of 6. It becomes. The connecting column 1 to which the present invention is applied is formed by forming an opening 60 in the web 6 of the connecting material 3 made of H-shaped steel, thereby allowing pipes such as water, gas and electricity to pass through the opening 60 to be used for piping. The opening 60 can be effectively used as the opening.

  As shown in FIG. 9 (a), the connecting column 1 to which the present invention is applied is provided with a plurality of H-shaped steel short members 35 as connecting members 3, so that each short member 35 is individually provided. Bolts can be joined, and it becomes possible to increase the accuracy of the joining work of the respective short members 35 and facilitate the joining work. The connecting column 1 to which the present invention is applied is provided such that the plurality of short members 35 have gaps G in the longitudinal direction Y, so that each main frame column 80 as a whole has a predetermined rigidity, yield strength, etc. Thus, the rigidity of the connecting member 3 can be adjusted as appropriate, and the gap G can be effectively used as an opening for piping.

  As shown in FIG. 9 (b), the connecting column 1 to which the present invention is applied is provided with the connecting member 3 in a state where it is decentered upward or downward in the longitudinal direction Y, thereby decentering the connecting member 3. Compared to the case where the connecting material 3 is not used, the connecting material 3 can be reinforced with the connecting material 3 intensively in the main frame column 80 while the length of the connecting material 3 is relatively short. While suppressing an increase in the material cost of the H-shaped steel used for No. 3, it is possible to impart predetermined rigidity, proof stress, etc. to each main frame column 80.

  As shown in FIG. 10, the connecting column 1 to which the present invention is applied includes a vertical support member 2 on the left side portion 80 a and a vertical support member 2 on the right side portion 80 b that are spaced apart from each other in the lateral direction X. Alternatively, by connecting and integrating with a plurality of connecting members 3, forces acting from the vertical support members 2 on both sides of each main frame 80 are transmitted to each other via the connecting members 3. The cross-sectional performance of each main frame column 80 can be improved as compared with the case where the vertical support member 2 is installed alone without being connected by the connecting member 3.

  The connection pillar 1 to which the present invention is applied is such that a steel material having a relatively lower strength than the steel material of the vertical support material 2 is used for the connection material 3, so that the upper end 2 a and the lower end 2 b of the vertical support material 2 are arranged at the upper and lower parts The seismic energy acting in the horizontal direction in the event of a large earthquake or the like is applied to the vertical support material 2 of the low-strength connecting material 3 while being fixed to the main frame beam 81 and exerting a predetermined vertical support force on the vertical support material 2. Therefore, the vertical support function and the energy absorption function (performance) can be simultaneously secured in each main frame 80.

  Here, the tolerance of the width dimension in the transverse direction X in the manufacturing accuracy of the rolled H-section steel is within 2.0 mm to 3.0 mm (JIS G 3192), whereas the manufacturing accuracy of the welded lightweight H-section steel. The tolerance of the width dimension in the horizontal direction X is defined to be within 1.0 mm (JIS G 3353).

  In the connecting column 1 to which the present invention is applied, the welded lightweight H-section steel is used for each of the H-shaped steel of the vertical support member 2 and the H-shaped steel of the connecting member 3, so that the tolerance of the width dimension in the lateral direction X is allowed. Although the H-shaped steel with a small size is used and the plurality of vertical supporting members 2 and the connecting members 3 are connected continuously in the lateral direction X, the overall width dimension of each main frame column 80 Since the manufacturing error can be minimized, the manufacturing accuracy and construction accuracy of each main frame column 80 can be improved.

  Furthermore, the welded lightweight H-section steel has a high-frequency resistance weld between the web and the flange, so it has less welding heat effect than ordinary welded H-section steel manufactured by arc welding, and the heat effect of the web and flange base material. Because the material change due to squeezing can be done in a narrow range, it is easier to make the H-shaped steel exhibit the expected structural performance as designed, especially the welded light H-shaped steel has a low yield point. In the case of using steel, the effect that the desired structural performance can be exhibited in the H-shaped steel is great.

  As mentioned above, although the example of embodiment of this invention was demonstrated in detail, all the embodiment mentioned above showed only the example of actualization in implementing this invention, and these are the technical aspects of this invention. The range should not be construed as limiting.

  For example, the connecting pillar 1 to which the present invention is applied is such that the lower main frame 2 is fixed to the base by anchor bolts or the like by using the lower main frame 81 as the base of the building 8, and the lower end 2 b of the vertical support member 2 is connected to the base. The lower end 3b of the material 3 may not be fixed to the base of the building 8, and the gap S may be formed between the base 3 and the base 3.

1: Connection pillar 2: Vertical support material 20: Bolt insertion hole 2a of vertical support material: Upper end 2b of vertical support material: Lower end 3 of vertical support material: Connection material 3a: Upper end 3b of connection material: Lower end 30 of connection material: Connecting material bolt insertion hole 35: Short material 4: Left flange 5: Right flange 6: Web 60: Opening 60a: Projection 60b: Ring cover 7: Base plate 70: Base plate bolt insertion hole 8: Building 80 : Main frame column 80a: Left side 80b of main frame column: Right side 80c of main frame column: Middle portion 81 of main frame column: Main frame beam 82: Wall material 83: Bolt insertion hole 85 of main frame beam: Bolt 86 : Nut X: Horizontal direction Y: Vertical direction

Claims (5)

A connecting pillar configured by connecting a plurality of members as a main structural pillar of a building,
H-shaped steel vertical support members arranged in pairs on at least both sides of each main frame column, and one or more H-shaped steel connection members arranged in the middle of each main frame column With
The upper and lower ends of the vertical support member and the connecting member are fixed to a main frame beam of the building, and the upper and lower ends of the connection member are fixed to the main frame beam of the building. The flanges of the vertical support member and the flanges of the connecting member are joined to each other so that they are continuously connected in the lateral direction of the building. A connecting pillar. The connecting pillar according to claim 1, wherein the connecting material is at least part of one H-section steel or a plurality of H-section steels, and an opening is formed in the web. The connecting material is one H-section steel or at least a part of a plurality of H-section steels, and a short section of H-section steel divided into a plurality in the material axis direction has a gap in the longitudinal direction. The connecting pillar according to claim 1, wherein the connecting pillar is provided as follows. The connecting material is at least part of one H-section steel or a plurality of H-section steels, and a steel material having lower strength than the steel material of the vertical support material is used for either or both of the web and the flange. The connecting pillar according to any one of claims 1 to 3, wherein the connecting pillar is provided. The connection pillar according to any one of claims 1 to 4, wherein a welded lightweight H-section steel is used for the vertical support member and the connection member.

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