JP4758751B2 - Horizontal member mounting structure and beam mounting structure of building - Google Patents

Horizontal member mounting structure and beam mounting structure of building Download PDF

Info

Publication number
JP4758751B2
JP4758751B2 JP2005362510A JP2005362510A JP4758751B2 JP 4758751 B2 JP4758751 B2 JP 4758751B2 JP 2005362510 A JP2005362510 A JP 2005362510A JP 2005362510 A JP2005362510 A JP 2005362510A JP 4758751 B2 JP4758751 B2 JP 4758751B2
Authority
JP
Japan
Prior art keywords
mounting
piece
building
floor
support piece
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2005362510A
Other languages
Japanese (ja)
Other versions
JP2007162401A (en
Inventor
高太郎 永井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP2005362510A priority Critical patent/JP4758751B2/en
Publication of JP2007162401A publication Critical patent/JP2007162401A/en
Application granted granted Critical
Publication of JP4758751B2 publication Critical patent/JP4758751B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は建物ユニットの大梁に小梁を取付ける等、建物の横架材取付構造及び小梁取付構造に関する。   The present invention relates to a horizontal member mounting structure and a small beam mounting structure of a building, such as attaching a small beam to a large beam of a building unit.

特許文献1等に記載の建物ユニットでは、図8に示す如く、大梁1に小梁2を取付ける小梁取付構造として、小梁2の取付端に溶接固定したC字状取付部材3の上下の取付片を、C形鋼製大梁1の上下のフランジに載せて溶接固定するものを開示している。
特開平5-33407
In the building unit described in Patent Document 1 and the like, as shown in FIG. The mounting piece is mounted and fixed on the upper and lower flanges of the C-shaped steel girder 1 by welding.
JP 5-33407

小梁2の取付部材3を大梁1に溶接固定する従来の取付構造は、溶接に際しての取付部材3の位置決め精度が低くて足り、また溶接肉盛が小さいために取付けの納まりや寸法調整が容易になる利点がある。ところが、大梁が溶接に伴なう熱影響で微妙に変形し、建物ユニットの寸法精度を向上することに困難がある。   The conventional mounting structure in which the mounting member 3 of the small beam 2 is welded and fixed to the large beam 1 suffices because the positioning accuracy of the mounting member 3 at the time of welding is low, and because the weld overlay is small, mounting and dimensional adjustment are easy. There is an advantage to become. However, it is difficult to improve the dimensional accuracy of the building unit because the large beam is slightly deformed by the heat effect accompanying welding.

尚、溶接に伴なう熱影響を回避するため、図9に示す如く、小梁2の取付部材3の上下の取付片を、大梁1の上下のフランジにボルト4で接合することも考えられる。ところが、大梁1の下フランジの下にボルト4の頭が突出し、このボルト4の頭が基礎や下階天井梁等の他の部材5の上面に干渉する不都合を生ずる。   In addition, in order to avoid the heat influence accompanying welding, as shown in FIG. 9, it is also conceivable to connect the upper and lower mounting pieces of the mounting member 3 of the small beam 2 to the upper and lower flanges of the large beam 1 with bolts 4. . However, the head of the bolt 4 protrudes under the lower flange of the large beam 1, and the head of the bolt 4 interferes with the upper surface of another member 5 such as the foundation or the lower floor ceiling beam.

本発明の課題は、建物の大梁に小梁を取付けるに際し、他の部材に干渉することなく、それらをボルト接合することにある。 It is an object of the present invention to connect bolts to a large beam in a building without interfering with other members.

請求項1の発明は、建物の大梁に小梁を取付ける小梁取付構造において、小梁の取付端に溶接固定した取付部材を大梁の垂直面にボルト接合し、前記取付部材が大梁の垂直面にボルト接合される取付片と、取付片の下端から水平に延びる下支持片と、取付片の上端から水平に延びる上支持片とを有し、小梁の取付端が取付部材の下支持片の上に載る水平片と、水平片の両側から立上がって取付部材の上支持片を両側から挟み込む両側の立上り片とを有し、小梁の両側の立上り片の下端部の外面を取付部材の下支持片の上面に溶接固定するとともに、小梁の両側の立上り片の上端側の内面を取付部材の上支持片の上面に溶接固定するようにしたものである。 According to the first aspect of the present invention, in the small beam mounting structure in which the small beam is attached to the large beam of the building, the mounting member welded and fixed to the mounting end of the small beam is bolted to the vertical surface of the large beam, and the mounting member is the vertical surface of the large beam And a lower support piece extending horizontally from the lower end of the attachment piece, and an upper support piece extending horizontally from the upper end of the attachment piece, the attachment end of the beam being the lower support piece of the attachment member A horizontal piece that rests on both sides of the horizontal piece and rises on both sides of the horizontal piece to sandwich the upper support piece of the mounting member from both sides, and the outer surface of the lower end of the rising piece on both sides of the beam In addition, the inner surface of the upper end side of the rising piece on both sides of the beam is welded and fixed to the upper surface of the upper support piece of the mounting member .

請求項2の発明は、請求項1の発明において更に、前記小梁が角鋼管からなり、該角鋼管の端部の概ね上半部を削除して前記取付端を形成するようにしたものである。 According to a second aspect of the present invention, in the first aspect of the present invention, the small beam is made of a square steel pipe, and the mounting end is formed by removing a substantially upper half of the end of the square steel pipe. is there.

請求項3の発明は、請求項1又は2の発明において更に、前記大梁が形鋼からなり、前記取付部材が該形鋼のウエブにボルト接合されるようにしたものである。 According to a third aspect of the present invention, in the first or second aspect of the present invention, the large beam is made of a shape steel, and the attachment member is bolted to the shape steel web .

請求項4の発明は、請求項1〜3のいずれかの発明において更に、前記小梁の取付端が取付部材の取付片に対する取付間隔が、大梁に対する小梁の取付位置調整代とされてなるようにしたものである。 The invention according to claim 4 is the invention according to any one of claims 1 to 3, wherein the attachment end of the small beam is set such that the attachment interval of the attachment member with respect to the attachment piece is a margin for adjusting the attachment position of the small beam with respect to the large beam. It is what I did.

請求項5の発明は、請求項1〜4のいずれかの発明において更に、前記大梁及び小梁が建物ユニットを構成するようにしたものである。 The invention of claim 5 is the invention according to any one of claims 1 to 4, wherein the large beam and the small beam constitute a building unit.

(請求項
(a)小梁の取付端に溶接固定した取付部材を大梁の垂直面にボルト接合した。小梁を大梁にボルト接合し、溶接固定するものでないから、大梁が溶接に伴なう熱影響で変形することを防止できる。また、ボルトは大梁の垂直面に接合されるから、ボルトが大梁の上下に配置される他の部材に干渉することがない。
(Claim 1 )
(a) A mounting member welded and fixed to the mounting end of the small beam was bolted to the vertical surface of the large beam. Since the small beam is not bolted to the large beam and is not fixed by welding, it is possible to prevent the large beam from being deformed by the heat effect accompanying welding. Further, since the bolt is joined to the vertical surface of the large beam, the bolt does not interfere with other members arranged above and below the large beam.

(b)小梁の取付端の水平片を取付部材の下支持片の上に載せ、両側の立上り片で取付部材の上支持片を挟み込む状態で、小梁の両側の立上り片の下端部の外面を取付部材の下支持片の上面に溶接固定するとともに、小梁の両側の立上り片の上端側の内面を取付部材の上支持片の上面に溶接固定する。従って、小梁の取付端と取付部材が安定的に位置合せされた状態で閉じ断面を形成するように溶接固定化され、小梁の取付端を小型にしながら、その強度(断面性能)を低下させず、取付部材に強固に溶接固定できる。 (b) Place the horizontal piece of the mounting end of the beam on the lower support piece of the mounting member, and sandwich the upper support piece of the mounting member with the rising pieces on both sides. The outer surface is welded and fixed to the upper surface of the lower support piece of the attachment member, and the inner surface of the upper end side of the rising piece on both sides of the beam is welded and fixed to the upper surface of the upper support piece of the attachment member. Therefore, it is welded and fixed so as to form a closed cross-section in a state where the mounting end of the beam and the mounting member are stably aligned, and the strength (cross-sectional performance) is reduced while the mounting end of the beam is reduced in size. Without fixing, it can be firmly fixed to the mounting member by welding.

(請求項
(c)角鋼管からなる小梁の端部の概ね上半部を削除することにより、上述(b)の小梁の取付端を簡易に形成できる。
(Claim 2 )
(c) By removing the upper half of the end portion of the small beam made of a square steel pipe, the mounting end of the small beam of (b) can be easily formed.

(請求項
(d)小梁の取付端に溶接固定した取付部材を形鋼からなる大梁のウエブに安定的にボルト接合できる。
(Claim 3 )
(d) The mounting member welded and fixed to the mounting end of the small beam can be bolted stably to the large beam web made of steel.

(請求項
(e)相対する大梁の間に小梁を架け渡すに際し、大梁の板厚が変化すると、小梁が配置される大梁の内法間隔が変動し、大梁に対する小梁の取付位置が変動することになる。本発明では、小梁の取付端が取付部材の取付片に対する取付間隔を調整代とすることにより、一定長の小梁を用いながら、大梁に対する小梁の取付位置を簡易に調整できる。
(Claim 4 )
(e) When crossing a small beam between opposing large beams, if the thickness of the large beam changes, the internal spacing of the large beam on which the small beam is placed will change, and the mounting position of the small beam on the large beam will change. become. In the present invention, the mounting position of the small beam with respect to the large beam can be easily adjusted while using the small beam having a fixed length by using the mounting end of the small beam as the adjustment allowance for the mounting interval of the mounting member with respect to the mounting piece.

(請求項
(f)建物ユニットの大梁に小梁を取付けるに際し、上述(a)(e)を実現できる。
(Claim 5 )
(f) When attaching a small beam to a large beam of a building unit, the above (a) to (e) can be realized.

図1は建物ユニットを示す斜視図、図2は小梁の取付構造を示す断面図、図3は大梁を示し、(A)は正面図、(B)は端面図、図4は小梁の取付端を示し、(A)は正面図、(B)は平面図、(C)は端面図、図5は取付部材を示し、(A)は正面図、(B)は平面図、(C)は端面図、図6は小梁に取付部材を溶接する手順を示す正面図、図7は小梁の取付位置調整代を示し、(A)は大梁の板厚が大きい場合を示す正面図、(B)は大梁の板厚が小さい場合を示す正面図、図8は従来例を示す正面図、図9は参考例を示す正面図である。   FIG. 1 is a perspective view showing a building unit, FIG. 2 is a cross-sectional view showing a mounting structure of a beam, FIG. 3 shows a beam, (A) is a front view, (B) is an end view, and FIG. (A) is a front view, (B) is a plan view, (C) is an end view, FIG. 5 is a mounting member, (A) is a front view, and (B) is a plan view. ) Is an end view, FIG. 6 is a front view showing a procedure for welding a mounting member to a small beam, FIG. 7 is a mounting position adjustment margin of the small beam, and (A) is a front view showing a case where the plate thickness of the large beam is large. , (B) is a front view showing a case where the plate thickness of the large beam is small, FIG. 8 is a front view showing a conventional example, and FIG. 9 is a front view showing a reference example.

本発明を建物ユニット10に適用した例について説明する。本実施例の建物ユニット10は、図1に示す如く、4本の角鋼管製柱11の下端部間にC形鋼製床梁21を架け渡すとともに、それら柱11の上端部間にC形鋼製天井梁31を架け渡した箱形骨組構造体である。そして、建物ユニット10は、相対する床大梁21に角鋼管製床小梁22が取付部材23を介して架け渡され、床小梁22の上面に不図示の床根太、床面材が設けられる。また、建物ユニット10は、相対する天井大梁31に天井根太32が架け渡され、天井根太32の下面に不図示の天井面材が設けられる。   An example in which the present invention is applied to a building unit 10 will be described. As shown in FIG. 1, the building unit 10 of the present embodiment spans a C-shaped steel floor beam 21 between the lower end portions of four square steel pipe columns 11 and also forms a C shape between the upper end portions of the columns 11. This is a box-shaped frame structure in which steel ceiling beams 31 are bridged. In the building unit 10, a square steel pipe floor beam 22 is bridged to an opposing floor beam 21 via an attachment member 23, and floor joists and floor materials (not shown) are provided on the upper surface of the floor beam 22. . In the building unit 10, a ceiling joist 32 is bridged between the opposing ceiling beams 31, and a ceiling surface material (not shown) is provided on the lower surface of the ceiling joist 32.

建物ユニット10は、図2に示す如く、床小梁22の左右の取付端に溶接固定した取付部材22を、相対する床大梁22の垂直面21A(床大梁21のウエブにおいて建物ユニット10の内部に臨む内側面)に、上下2本のボルト24でボルト接合される。   As shown in FIG. 2, the building unit 10 has an attachment member 22 welded and fixed to the left and right attachment ends of the floor beam 22, and the vertical surface 21 </ b> A of the opposite floor beam 22 (in the web of the floor beam 21, To the inner surface), and the upper and lower bolts 24 are bolted together.

床大梁21は、図2に示す如く、前述した如くのC形鋼からなり、該形鋼のウエブに取付部材23がボルト24でボルト接合される。ボルト24は、座金25を介して、床大梁21のウエブの外側面から、床大梁21のボルト挿通孔24A、取付部材23のボルト挿通孔24Bに挿入され、その挿入端にナット26を螺着されて床大梁21に取付部材23を締結する。   As shown in FIG. 2, the floor girder 21 is made of C-shaped steel as described above, and a mounting member 23 is bolted to the shaped steel web with bolts 24. The bolt 24 is inserted into the bolt insertion hole 24A of the floor large beam 21 and the bolt insertion hole 24B of the mounting member 23 from the outer surface of the web of the floor large beam 21 via the washer 25, and the nut 26 is screwed to the insertion end. Then, the mounting member 23 is fastened to the floor girder 21.

床小梁22は、図2〜図4に示す如く、前述した如くの角鋼管からなり、該角鋼管の端部の概ね上半部A(角鋼管の上面の全部及び両側面の上寄り部)を削除して前述の取付端を形成する。   As shown in FIGS. 2 to 4, the floor beam 22 is composed of a square steel pipe as described above. The upper half A of the end of the square steel pipe (the upper surface of the square steel pipe and the upper part of both side surfaces). ) Is deleted to form the aforementioned mounting end.

取付部材23は、図2、図5に示す如く、正面視で概ねコの字状をなし、床大梁21の垂直面(ウエブ)21Aにボルト接合される取付片23Aと、取付片23Aの下端から水平に延びる下支持片23Bと、取付片23Aの上端から水平に延びる上支持片23Cとを有する。取付片23Aの上下2位置には前述したボルト挿通孔24Bが穿設されている。下支持片23Bは取付片23Aと同一巾とされ、上支持片23Cは取付片23Aより狭巾とされる。   As shown in FIGS. 2 and 5, the mounting member 23 is substantially U-shaped when viewed from the front. The mounting member 23A is bolted to the vertical surface (web) 21A of the floor beam 21 and the lower end of the mounting piece 23A. And a lower support piece 23B extending horizontally from the top and an upper support piece 23C extending horizontally from the upper end of the mounting piece 23A. The bolt insertion holes 24B described above are formed in the upper and lower positions of the attachment piece 23A. The lower support piece 23B has the same width as the attachment piece 23A, and the upper support piece 23C has a narrower width than the attachment piece 23A.

床小梁22の取付端は、前述した如くに角鋼管の端部の概ね上半部Aを削除されていて、取付部材23の下支持片23Bの上に載る水平片22Aと、水平片22Aの両側から立上がって取付部材23の上支持片23Cを両側から挟み込む両側の立上り片22Bとを有する。取付部材23の下支持片23Bは床小梁22の両側立上り片22Bの外法巾(角鋼管の外巾)より広巾とされ、取付部材23の上支持片23Cは床小梁22の両側立上り片22Bの内法巾(角鋼管の内巾)よりわずかに狭巾とされる。   As described above, the upper end A of the end portion of the square steel pipe is substantially eliminated from the mounting end of the floor beam 22 and the horizontal piece 22A mounted on the lower support piece 23B of the mounting member 23 and the horizontal piece 22A. And the rising pieces 22B on both sides that sandwich the upper support piece 23C of the mounting member 23 from both sides. The lower support piece 23B of the mounting member 23 is wider than the outer width (outer width of the square steel pipe) of both side rising pieces 22B of the floor beam 22, and the upper support piece 23C of the mounting member 23 is raised on both sides of the floor beam 22. The width is slightly narrower than the inner width of the piece 22B (inner width of the square steel pipe).

床小梁22の取付端への取付部材23の溶接手順は以下の如くになる(図6)。
(1)床小梁22の取付端の水平片22Aを取付部材23の下支持片23Bの上に載せ、両側の立上り片22Bで取付部材23の上支持片23Cを挟み込む。このとき、床小梁22の取付端が取付部材23の取付片23Aに対する取付間隔Kを、後述する、床大梁21に対する床小梁22の取付位置調整代とする。
The welding procedure of the attachment member 23 to the attachment end of the floor beam 22 is as follows (FIG. 6).
(1) The horizontal piece 22A at the attachment end of the floor beam 22 is placed on the lower support piece 23B of the attachment member 23, and the upper support piece 23C of the attachment member 23 is sandwiched between the rising pieces 22B on both sides. At this time, the attachment end K of the floor beam 22 is set to an attachment position adjustment margin of the floor beam 22 with respect to the floor beam 21 described later.

(2)床小梁22の両側の立上り片22Bの下端部の外面を取付部材23の下支持片23Bの上面に、溶接部27Aで溶接固定する。次いで、床小梁22の両側の立上り片22Bの上端側の内面を取付部材23の上支持片23Cの上面に、溶接部27Bで溶接固定する。   (2) The outer surface of the lower end portion of the rising piece 22B on both sides of the floor beam 22 is welded and fixed to the upper surface of the lower support piece 23B of the mounting member 23 with a welded portion 27A. Next, the inner surface on the upper end side of the rising piece 22B on both sides of the floor beam 22 is welded and fixed to the upper surface of the upper support piece 23C of the attachment member 23 by the welding portion 27B.

従って、建物ユニット10にあっては、床小梁22の左右の取付端に上述の如くに溶接固定した取付部材23の取付片23Aを、相対する床大梁21の垂直面(床大梁21のウエブの内側面)21Aに当て、それら床大梁21と取付部材23をボルト24によりボルト接合することにて、床大梁21に床小梁22及び取付部材23を取付けできる。   Therefore, in the building unit 10, the mounting pieces 23 </ b> A of the mounting member 23 welded and fixed to the left and right mounting ends of the floor beam 22 as described above are attached to the vertical surface of the opposing floor beam 21 (the web of the floor beam 21. The floor girder 21 and the mounting member 23 can be attached to the floor girder 21 by bolting the floor girder 21 and the mounting member 23 with bolts 24.

建物ユニット10の品種変更により、床大梁21の板厚が変化しても、建物ユニット10の相対する床大梁21の各ウエブ外側面がなす外法間隔L1は一定とされ、それら床大梁21の各ウエブ内側面がなす内法間隔L2は変動し、結果として床大梁21に対する床小梁22の取付位置が変動することになる。本実施例では、床小梁22の取付端が取付部材23の取付片23Aに対する取付間隔Kを、床大梁21に対する床小梁22の取付位置調整代とし、床大梁21に対する床小梁22の取付位置の変動分をこの調整代Kの増減により吸収可能にする。図7(A)は床大梁21の板厚が大きく、取付間隔Kを減少させた場合、図7(B)は床大梁21の板厚が小さく取付間隔Kを増加させた場合を示す。   Even if the plate thickness of the floor beam 21 changes due to the type change of the building unit 10, the outer space L 1 formed by the outer web surfaces of the opposing floor beam 21 of the building unit 10 is fixed, and the floor beam 21 The internal spacing L2 formed by the inner surfaces of the webs varies, and as a result, the mounting position of the floor beam 22 with respect to the floor beam 21 varies. In the present embodiment, the mounting end K of the floor beam 22 with respect to the mounting piece 23 </ b> A of the mounting member 23 is used as the adjustment position for adjusting the mounting position of the floor beam 22 with respect to the floor beam 21. The variation in the mounting position can be absorbed by increasing / decreasing the adjustment allowance K. FIG. 7A shows a case where the plate thickness of the floor girder 21 is large and the mounting interval K is decreased, and FIG. 7B shows a case where the plate thickness of the floor girder 21 is small and the mounting interval K is increased.

本実施例によれば以下の作用効果を奏する。
(a)床小梁22の取付端に溶接固定した取付部材23を床大梁21の垂直面21Aにボルト接合した。床小梁22を床大梁21にボルト接合し、溶接固定するものでないから、床大梁21が溶接に伴なう熱影響で変形することを防止できる。また、ボルト24は床大梁21の垂直面21Aに接合されるから、ボルト24が床大梁21の上下に配置される他の部材に干渉することがない。
According to the present embodiment, the following operational effects can be obtained.
(a) The attachment member 23 welded and fixed to the attachment end of the floor beam 22 is bolted to the vertical surface 21A of the floor beam 21. Since the floor beam 22 is not bolted to the floor beam 21 and fixed by welding, it is possible to prevent the floor beam 21 from being deformed by the heat effect accompanying welding. Moreover, since the bolt 24 is joined to the vertical surface 21A of the floor girder 21, the bolt 24 does not interfere with other members disposed above and below the floor girder 21.

(b)床小梁22の取付端の水平片22Aを取付部材23の下支持片23Bの上に載せ、両側の立上り片22Bで取付部材23の上支持片23Cを挟み込む状態で、床小梁22の両側の立上り片22Bの下端部の外面を取付部材23の下支持片23Bの上面に溶接固定するとともに、床小梁22の両側の立上り片22Bの上端側の内面を取付部材23の上支持片23Cの上面に溶接固定する。従って、床小梁22の取付端と取付部材23が安定的に位置合せされた状態で閉じ断面を形成するように溶接固定化され、床小梁22の取付端を小型にしながら、その強度(断面性能)を低下させず、取付部材23に強固に溶接固定できる。   (b) In the state where the horizontal piece 22A of the attachment end of the floor beam 22 is placed on the lower support piece 23B of the attachment member 23 and the upper support piece 23C of the attachment member 23 is sandwiched between the rising pieces 22B on both sides, The outer surface of the lower end portion of the rising piece 22B on both sides of 22 is welded and fixed to the upper surface of the lower support piece 23B of the mounting member 23, and the inner surface on the upper end side of the rising piece 22B on both sides of the floor beam 22 is fixed on the mounting member 23. It fixes to the upper surface of the support piece 23C by welding. Accordingly, the mounting end of the floor beam 22 and the mounting member 23 are stably aligned so as to form a closed cross-section, and the strength ( It can be firmly fixed to the mounting member 23 by welding without reducing the cross-sectional performance).

(c)角鋼管からなる床小梁22の端部の概ね上半部Aを削除することにより、上述(b)の床小梁22の取付端を簡易に形成できる。   (c) By removing substantially the upper half A of the end portion of the floor beam 22 made of a square steel pipe, the mounting end of the floor beam 22 in (b) can be easily formed.

(d)床小梁22の取付端に溶接固定した取付部材23を形鋼からなる床大梁21のウエブ21Aに安定的にボルト接合できる。   (d) The mounting member 23 welded and fixed to the mounting end of the floor beam 22 can be bolted stably to the web 21A of the floor beam 21 made of steel.

(e)相対する床大梁21の間に床小梁22を架け渡すに際し、床大梁21の板厚が変化すると、床小梁22が配置される床大梁21の内法間隔が変動し、床大梁21に対する床小梁22の取付位置が変動することになる。本発明では、床小梁22の取付端が取付部材23の取付片23Aに対する取付間隔Kを調整代とすることにより、一定長の床小梁22を用いながら、床大梁21に対する床小梁22の取付位置を簡易に調整できる。   (e) When the thickness of the floor girder 21 is changed when the floor girder 22 is bridged between the opposing floor girder 21, the internal spacing of the floor girder 21 in which the floor girder 22 is arranged fluctuates. The mounting position of the floor beam 22 with respect to the large beam 21 varies. In the present invention, the mounting end of the floor beam 22 uses the mounting interval K of the mounting member 23 with respect to the mounting piece 23A as an adjustment allowance, so that the floor beam 22 with respect to the floor beam 21 is used while using the floor beam 22 having a certain length. Can be easily adjusted.

(f)建物ユニット10の床大梁21に床小梁22を取付けるに際し、上述(a)〜(e)を実現できる。   (f) The above-described (a) to (e) can be realized when the floor beam 22 is attached to the floor beam 21 of the building unit 10.

以上、本発明の実施例を図面により詳述したが、本発明の具体的な構成はこの実施例に限られるものではなく、本発明の要旨を逸脱しない範囲の設計の変更等があっても本発明に含まれる。例えば、本発明は建物ユニットに限らず、広く一般の建物の大梁に小梁を取付けるに際し、小梁の取付端に溶接固定した取付部材を大梁の垂直面にボルト接合する如くに適用できる。
The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and even if there is a design change or the like without departing from the gist of the present invention. It is included in the present invention. For example, the present invention is not limited to the building unit, the girder widely buildings, upon attaching the joists can be applied to as to bolted a mounting member which is welded to the attachment end of the joists in a vertical plane of the girder.

図1は建物ユニットを示す斜視図である。FIG. 1 is a perspective view showing a building unit. 図2は小梁の取付構造を示す断面図である。FIG. 2 is a cross-sectional view showing a mounting structure of a small beam. 図3は大梁を示し、(A)は正面図、(B)は端面図である。FIG. 3 shows a large beam, (A) is a front view, and (B) is an end view. 図4は小梁の取付端を示し、(A)は正面図、(B)は平面図、(C)は端面図である。4A and 4B show the attachment end of the beam, where FIG. 4A is a front view, FIG. 4B is a plan view, and FIG. 4C is an end view. 図5は取付部材を示し、(A)は正面図、(B)は平面図、(C)は端面図である。5A and 5B show a mounting member, where FIG. 5A is a front view, FIG. 5B is a plan view, and FIG. 5C is an end view. 図6は小梁に取付部材を溶接する手順を示す正面図である。FIG. 6 is a front view showing a procedure for welding the attachment member to the beam. 図7は小梁の取付位置調整代を示し、(A)は大梁の板厚が大きい場合を示す正面図、(B)は大梁の板厚が小さい場合を示す正面図である。FIGS. 7A and 7B show the mounting position adjustment margin of the small beam, FIG. 7A is a front view showing a case where the plate thickness of the large beam is large, and FIG. 7B is a front view showing a case where the plate thickness of the large beam is small. 図8は従来例を示す正面図である。FIG. 8 is a front view showing a conventional example. 図9は参考例を示す正面図である。FIG. 9 is a front view showing a reference example.

符号の説明Explanation of symbols

10 建物ユニット
21 床大梁(大梁)
21A 垂直面(ウエブ)
22 床小梁(小梁)
22A 水平片
22B 立上り片
23 取付部材
23A 取付片
23B 下支持片
23C 上支持片
24 ボルト
27A、27B 溶接部
10 Building unit 21 Floor girder
21A Vertical surface (web)
22 Floor beam (beam)
22A Horizontal piece 22B Rising piece 23 Mounting member 23A Mounting piece 23B Lower support piece 23C Upper support piece 24 Bolts 27A, 27B Welded part

Claims (5)

建物の大梁に小梁を取付ける小梁取付構造において、
小梁の取付端に溶接固定した取付部材を大梁の垂直面にボルト接合し
前記取付部材が大梁の垂直面にボルト接合される取付片と、取付片の下端から水平に延びる下支持片と、取付片の上端から水平に延びる上支持片とを有し、
小梁の取付端が取付部材の下支持片の上に載る水平片と、水平片の両側から立上がって取付部材の上支持片を両側から挟み込む両側の立上り片とを有し、
小梁の両側の立上り片の下端部の外面を取付部材の下支持片の上面に溶接固定するとともに、小梁の両側の立上り片の上端側の内面を取付部材の上支持片の上面に溶接固定することを特徴とする建物の小梁取付構造。
In the small beam mounting structure that attaches the small beam to the large beam of the building,
Bolt the mounting member welded and fixed to the mounting end of the small beam to the vertical surface of the large beam ,
The mounting member has a mounting piece that is bolted to the vertical surface of the large beam, a lower support piece that extends horizontally from the lower end of the mounting piece, and an upper support piece that extends horizontally from the upper end of the mounting piece,
A horizontal piece on which the mounting end of the beam is placed on the lower support piece of the attachment member, and rising pieces on both sides that rise from both sides of the horizontal piece and sandwich the upper support piece of the attachment member from both sides,
The outer surface of the lower end of the rising piece on both sides of the beam is welded and fixed to the upper surface of the lower support piece of the mounting member, and the inner surface of the upper end side of the rising piece on both sides of the beam is welded to the upper surface of the upper support piece of the mounting member A building beam mounting structure characterized by being fixed .
前記小梁が角鋼管からなり、該角鋼管の端部の概ね上半部を削除して前記取付端を形成する請求項に記載の建物の小梁取付構造。 The building beam mounting structure for a building according to claim 1 , wherein the small beam is formed of a square steel pipe, and the upper end part of the end part of the square steel pipe is deleted to form the attachment end. 前記大梁が形鋼からなり、前記取付部材が該形鋼のウエブにボルト接合される請求項又はに記載の建物の小梁取付構造。 The small beam mounting structure for a building according to claim 1 or 2 , wherein the large beam is made of a section steel, and the mounting member is bolted to a web of the section steel. 前記小梁の取付端が取付部材の取付片に対する取付間隔が、大梁に対する小梁の取付位置調整代とされてなる請求項1〜3のいずれかに記載の建物の小梁取付構造。 The building beam mounting structure for a building according to any one of claims 1 to 3 , wherein a mounting interval between the mounting end of the beam beam and the mounting piece of the mounting member is used as a margin for adjusting a mounting position of the beam beam with respect to the beam. 前記大梁及び小梁が建物ユニットを構成する請求項1〜4のいずれかに記載の建物の小梁取付構造。 The building small beam mounting structure according to any one of claims 1 to 4 , wherein the large beam and the small beam constitute a building unit.
JP2005362510A 2005-12-15 2005-12-15 Horizontal member mounting structure and beam mounting structure of building Active JP4758751B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005362510A JP4758751B2 (en) 2005-12-15 2005-12-15 Horizontal member mounting structure and beam mounting structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005362510A JP4758751B2 (en) 2005-12-15 2005-12-15 Horizontal member mounting structure and beam mounting structure of building

Publications (2)

Publication Number Publication Date
JP2007162401A JP2007162401A (en) 2007-06-28
JP4758751B2 true JP4758751B2 (en) 2011-08-31

Family

ID=38245627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005362510A Active JP4758751B2 (en) 2005-12-15 2005-12-15 Horizontal member mounting structure and beam mounting structure of building

Country Status (1)

Country Link
JP (1) JP4758751B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03221636A (en) * 1990-01-29 1991-09-30 Asahi Chem Ind Co Ltd Beam connecting structure
JPH06322834A (en) * 1993-05-14 1994-11-22 Sekisui Chem Co Ltd Joint member for floor frame

Also Published As

Publication number Publication date
JP2007162401A (en) 2007-06-28

Similar Documents

Publication Publication Date Title
JP5250977B2 (en) Wooden housing structure and joint hardware
JP5908688B2 (en) Exposed-type column base structure of steel column
JP2009275390A (en) Base plate for column base, and column base structure using the same
JP4758751B2 (en) Horizontal member mounting structure and beam mounting structure of building
KR20130122790A (en) Connection structure for unit building, and unit building
JP5108379B2 (en) Horizontal member mounting structure and beam mounting structure of building
JP2009275470A (en) Base plate for column base
JP2019049169A (en) Building unit and unit type building
JP4354390B2 (en) Vibration control device for wooden houses
JP5537065B2 (en) Strength frame structure
JP5142575B2 (en) Seismic reinforcement method for wooden buildings and wooden buildings
JP2008214886A (en) Vibration control device for building structure
JP4895672B2 (en) Damping structure of building and installation method of damping device
JP2020037802A (en) Connection beam
JP2019157593A (en) Support structure of ceiling surface material, and unit building
JP2014125775A (en) Exterior wall structure
JP7469543B2 (en) Vibration Control Device
JP7316176B2 (en) unit building
JP4669620B2 (en) Floor leveling tool and floor leveling method using it
JP2006002365A (en) Reinforcing structure of building
JP4296101B2 (en) Mounting structure of erection piece to steel column
JP6148466B2 (en) Exterior wall structure
JP2024008392A (en) Building unit and unit building
JP5938274B2 (en) Installation method of earthquake-resistant members, earthquake-resistant members
JP2023168863A (en) Building floor structure and building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080722

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20101202

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20101207

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110201

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110510

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110603

R151 Written notification of patent or utility model registration

Ref document number: 4758751

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R151

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140610

Year of fee payment: 3