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JP4758627B2 - Small building units and buildings - Google Patents

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Publication number
JP4758627B2
JP4758627B2 JP2004262732A JP2004262732A JP4758627B2 JP 4758627 B2 JP4758627 B2 JP 4758627B2 JP 2004262732 A JP2004262732 A JP 2004262732A JP 2004262732 A JP2004262732 A JP 2004262732A JP 4758627 B2 JP4758627 B2 JP 4758627B2
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Japan
Prior art keywords
floor
ceiling
beams
girder
building unit
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JP2006077468A (en
Inventor
克則 大西
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Description

本発明は小建物ユニット及び建物に関する。   The present invention relates to a small building unit and a building.

ユニット建物等の建物において、建物をもう少し延長したいとき、特許文献1に記載の
如く、小建物ユニットを追加している。
In a building such as a unit building, when it is desired to extend the building a little, a small building unit is added as described in Patent Document 1.

特許文献1の小建物ユニットは、柱と床梁と天井梁を箱形に接合した骨組構造体からな
る。
特開平5-214772
The small building unit of Patent Document 1 includes a frame structure in which columns, floor beams, and ceiling beams are joined in a box shape.
JP 5-14772A

特許文献1の小建物ユニットには以下の問題点がある。
(1)小建物ユニットでも、4本の柱、4本の床梁、4本の天井梁を有しており、生産効
率、輸送効率が低く、構造的にも過剰強度である。
The small building unit of Patent Document 1 has the following problems.
(1) The small building unit also has four pillars, four floor beams, and four ceiling beams, and has low production efficiency and transportation efficiency, and is structurally excessive in strength.

(2)小建物ユニットの妻方向巾が90cm程度の狭巾ユニットは、生産ラインと保管輸送時
に転倒し易い。
(2) A narrow building unit with a width of about 90cm in the width direction of a small building unit can easily fall over during production lines and storage and transportation.

本発明の課題は、生産効率、輸送効率が高く、構造的にも過剰強度でない小建物ユニッ
トを提供することにある。
An object of the present invention is to provide a small building unit that has high production efficiency and high transportation efficiency and is not excessively structurally strong.

本発明の他の課題は、生産ラインや保管輸送時に転倒しにくい小建物ユニットを提供す
ることにある。
Another object of the present invention is to provide a small building unit that does not easily fall over during production lines or storage transportation.

請求項1の発明は、小建物ユニットの妻床梁と妻天井梁の各先端部を、被接続建物に接続してなる建物において、小建物ユニットが、箱形ラーメンからなる標準建物ユニットを妻面の概ね半分位置で分割した、2本の柱と、両柱の下端部をつなぐ桁床梁と、両柱の上端部をつなぐ桁天井梁と、各柱の下端部に接合される妻床梁と、各柱の上端部に接合される妻天井梁とを有し、両妻床梁の先端部をつなぐつなぎ床梁と、両妻天井梁の先端部をつなぐつなぎ天井梁とを備え、前記柱の下端部に桁床梁と妻床梁のそれぞれを剛接合し、該柱の上端部に桁天井梁と妻天井梁のそれぞれを剛接合し、両妻床梁の先端部のエンドプレートにつなぎ床梁を直接的にピン接合し、両妻天井梁の先端部のエンドプレートにつなぎ天井梁を直接的にピン接合してなり、被接続建物が4本の柱と、2本の桁床梁と、2本の妻床梁と、2本の桁天井梁と、2本の妻天井梁を剛接合した箱形ラーメンであり、小建物ユニットの妻床梁と妻天井梁の各先端部のエンドプレートを上記箱形ラーメンの柱の下端部と上端部に直接的にピン接合してなるようにしたものである。 According to the first aspect of the present invention, in a building in which each end portion of the floor floor beam and the ceiling beam of the small building unit is connected to the connected building, the small building unit has a standard building unit made of box-shaped ramen. Divided at approximately half of the surface, two columns, a girder floor beam that connects the lower ends of both columns, a girder ceiling beam that connects the upper ends of both columns, and a wife floor joined to the lower ends of each column A beam and a ceiling beam to be joined to the upper end of each column, and a connecting floor beam that connects the ends of both ends floor beams, and a connecting ceiling beam that connects the ends of both ends ceiling beams, Girder floor beams and end floor beams are rigidly joined to the lower ends of the columns, and girder ceiling beams and end ceiling beams are rigidly joined to the upper ends of the columns, and end plates at the ends of both end floor beams in the tie floor beams directly pin joints, in direct pin joint the joint ceiling beams to the end plate of the front end portions of the wife ceiling beams The connected building is a box-shaped ramen made by rigidly joining four columns, two girder floor beams, two end floor beams, two girder ceiling beams, and two end ceiling beams. In addition, the end plate at each end of the end floor beam and the end ceiling beam of the small building unit is directly joined to the lower end and the upper end of the column of the box-shaped ramen .

請求項2の発明は、小建物ユニットの妻床梁と妻天井梁の各先端部を、被接続建物に接続してなる建物において、小建物ユニットが、箱形ラーメンからなる標準建物ユニットを妻面の概ね半分位置で分割した、2本の柱と、両柱の下端部をつなぐ桁床梁と、両柱の上端部をつなぐ桁天井梁と、各柱の下端部に接合される妻床梁と、各柱の上端部に接合される妻天井梁とを有し、両妻床梁の先端部をつなぐつなぎ床梁と、両妻天井梁の先端部をつなぐつなぎ天井梁とを備え、前記柱の下端部に桁床梁と妻床梁のそれぞれを剛接合し、該柱の上端部に桁天井梁と妻天井梁のそれぞれを剛接合し、両妻床梁の先端部のエンドプレートにつなぎ床梁を直接的にピン接合し、両妻天井梁の先端部のエンドプレートにつなぎ天井梁を直接的にピン接合してなり、被接続建物が4本の柱と、2本の桁床梁と、2本の妻床梁と、2本の桁天井梁と、2本の妻天井梁を剛接合した2個の箱形ラーメンの桁面を突き合せ、それらの桁面間に長尺梁を架け渡し、それらの桁面にて相隣接する柱を省略してなり、それらの2個の箱形ラーメンの妻面に小建物ユニットを沿い設け、小建物ユニットの妻床梁と妻天井梁の各先端部のエンドプレートを各箱形ラーメンの外端側の柱の下端部と上端部に直接的にピン接合してなり、小建物ユニットと被接続建物により、柱省略した広い部屋空間を形成してなるようにしたものである。The invention according to claim 2 is a building in which each end portion of the floor floor beam and the top ceiling beam of the small building unit is connected to the connected building, and the small building unit has a standard building unit made of box-shaped ramen. Divided at approximately half of the surface, two columns, a girder floor beam that connects the lower ends of both columns, a girder ceiling beam that connects the upper ends of both columns, and a wife floor joined to the lower ends of each column A beam and a ceiling beam to be joined to the upper end of each column, and a connecting floor beam that connects the ends of both ends floor beams, and a connecting ceiling beam that connects the ends of both ends ceiling beams, Girder floor beams and end floor beams are rigidly joined to the lower ends of the columns, and girder ceiling beams and end ceiling beams are rigidly joined to the upper ends of the columns, and end plates at the ends of both end floor beams The connecting floor beam is directly pin-connected, and the connecting ceiling beam is directly pin-connected to the end plate at the tip of both ends ceiling beam. The connected building is composed of four columns, two girder floor beams, two end floor beams, two girder ceiling beams, and two boxes rigidly joined to two end ceiling beams The girder faces of the shaped ramens are faced together, long beams are bridged between the girder faces, and adjacent columns are omitted on the girder faces. Along the small building unit, the end plate of each end of the building floor beam and the ceiling beam of the small building unit is directly pin-connected to the lower end and upper end of the column on the outer end side of each box ramen. Thus, a large room space in which a pillar is omitted is formed by a small building unit and a connected building.

(請求項1、2
(a)小建物ユニットは、標準建物ユニットの妻面を概ね半分に分割した、柱、桁床梁、桁天井梁、妻床梁、妻天井梁を有して構成されるから、標準建物ユニットの柱と梁、生産設備(生産ライン)、輸送設備(輸送車)を共用でき、生産効率、輸送効率を向上できる。
(Claims 1 and 2 )
(a) The small building unit is composed of pillars, girder floor beams, girder ceiling beams, tiling floor beams, and tiling ceiling beams, which are obtained by dividing the end surface of the standard building unit in half. Columns and beams, production equipment (production line), and transportation equipment (transportation vehicles) can be shared, improving production efficiency and transportation efficiency.

(b)小建物ユニットは、柱を唯2本用いるものであり、被接続建物との接合面に柱を設
けないから、構造的にも過剰強度でない。
(b) The small building unit uses only two columns and does not provide columns on the joint surface with the connected building, so it is not structurally excessive.

(c)小建物ユニットは、両妻床梁の先端部をつなぐつなぎ床梁と、両妻天井梁の先端部
をつなぐつなぎ天井梁とを備えるから、小建物ユニットにおける床、天井の形成が容易に
なるし、小建物ユニットの強度も確保できる。
(c) The small building unit has a floor beam that connects the ends of the two floor beams and a ceiling beam that connects the ends of the two ceiling beams. In addition, the strength of the small building unit can be secured.

上述(a)、(b)、(c)により、ユニット構法の高効率生産性、輸送性を損なうことなく、
建物を小延長できる。
By the above (a), (b), (c), without impairing the high-efficiency productivity and transportability of the unit construction method,
You can extend the building slightly.

(d)小建物ユニットは、柱の下端部に桁床梁と妻床梁のそれぞれを剛接合し、該柱の上端部に桁天井梁と妻天井梁のそれぞれを剛接合し、両妻床梁の先端部につなぎ床梁をピン接合し、両妻天井梁の先端部につなぎ天井梁をピン接合して構成されるから、一定の構造強度を簡易に構築できる。 (d) The small building unit rigidly joins each of the girder floor beam and the end floor beam to the lower end of the column, and rigidly connects each of the girder ceiling beam and the end ceiling beam to the upper end of the column. Since the connecting floor beam is pin-joined at the tip of the beam and the joining ceiling beam is pin-joined at the tip of the both ends ceiling beam, a certain structural strength can be easily constructed.

(e)被接続建物に小建物ユニットを接続して形成した建物延長部の桁方向に沿う水平力の殆どを、小建物ユニットの2つの柱と桁床梁と桁天井梁が作る箱形ラーメンフレームで負担する。 (e) A box-shaped ramen made by two pillars, a girder floor beam, and a girder ceiling beam of the small building unit that generates most of the horizontal force along the girder direction of the building extension formed by connecting the small building unit to the connected building. Bear with the frame.

建物延長部の桁面に取付く重量の重い外壁開口を、上述の箱形ラーメンフレームで全て
負担する。
All the heavy outer wall openings attached to the girder surface of the building extension are covered by the box-shaped ramen frame described above.

(f)建物延長部の妻方向に沿う水平力を、小建物ユニットの1本の柱と妻床梁と妻天井
梁が作る、2個のコ字形ラーメンフレームで負担する。小建物ユニットは、被接続建物の
水平力補強にも寄与する。
(f) The horizontal force along the direction of the wife of the building extension is borne by two U-shaped ramen frames created by one pillar, the floor beam and the ceiling beam of the small building unit. The small building unit also contributes to the horizontal force reinforcement of the connected building.

(g)建物延長部の外壁側半分の床、天井、屋根の鉛直荷重を箱形ラーメンフレームで負
担する。
(g) The box-type ramen frame bears the vertical load on the floor, ceiling, and roof on the outer wall side half of the building extension.

建物延長部の被接続建物側の床、天井、屋根の鉛直荷重は、輸送時には、小建物ユニッ
トのつなぎ床梁とつなぎ天井梁で負担し、被接続建物との接続後には被接続建物の床梁及
び天井梁と分担する。
The vertical loads on the floor, ceiling, and roof of the connected building side of the building extension are borne by the connecting floor beams and connecting ceiling beams of the small building unit during transportation, and after connecting to the connected building, the floor of the connected building Share with beams and ceiling beams.

(h)前述(f)において、小建物ユニットの妻床梁と妻天井梁のスパンが、標準建物ユニットの妻面の中央の反曲点より短いから、小建物ユニットを被接続建物にピン接続しても、標準建物ユニットと同等以上の水平強度を発現できる (h) In (f ) above, the span of the small building unit's wife floor and ceiling beams is shorter than the center inflection point of the standard building unit's face, so the small building unit is pin-connected to the connected building. Even so, it can develop horizontal strength equivalent to or better than that of standard building units.

図1は標準建物ユニットと小建物ユニットを示す模式図、図2は小建物ユニットの仮接
続構造を示す模式図、図3は小建物ユニットの妻面での仮接続構造を示す側面図、図4は
妻床梁と接続ピースを示す模式図、図5は小建物ユニットの中間仮接続構造を示す側面図
、図6は妻床梁とつなぎ床梁を示す模式図、図7は標準建物ユニットと小建物ユニットの
接続例を示す模式図、図8は標準建物ユニットと小建物ユニットの接続構造を示す側面図
、図9は標準建物ユニットと小建物ユニットの水平強度を示す模式図、図10は柱省略建
物ユニットと小建物ユニットの接続例を示す模式図である。
FIG. 1 is a schematic diagram showing a standard building unit and a small building unit, FIG. 2 is a schematic diagram showing a temporary connection structure of the small building unit, and FIG. 3 is a side view showing the temporary connection structure on the end face of the small building unit. 4 is a schematic view showing the end floor beam and the connection piece, FIG. 5 is a side view showing the intermediate temporary connection structure of the small building unit, FIG. 6 is a schematic view showing the end floor beam and the connecting floor beam, and FIG. 7 is a standard building unit. FIG. 8 is a side view showing the connection structure between the standard building unit and the small building unit, FIG. 9 is a schematic diagram showing the horizontal strength of the standard building unit and the small building unit, and FIG. FIG. 4 is a schematic diagram showing an example of connection between a pillar omitted building unit and a small building unit.

図1は標準建物ユニット10と小建物ユニット20を示す模式図である。
標準建物ユニット10は、図1(A)に示す如く、4本の柱11と、2本の桁床梁12
Aと、2本の妻床梁12Bと、2本の桁天井梁13Aと、2本の妻天井梁13Bを剛接合
した箱形ラーメンである。
FIG. 1 is a schematic diagram showing a standard building unit 10 and a small building unit 20.
As shown in FIG. 1A, the standard building unit 10 includes four pillars 11 and two girder floor beams 12.
A box-shaped ramen in which A, two end floor beams 12B, two girder ceiling beams 13A, and two end ceiling beams 13B are rigidly joined.

小建物ユニット20は、標準建物ユニット10を妻面の概ね半分位置(図1(A)のP
)で分割した、図1(B)に示す如くの、2本の柱21と、両柱21の下端部をつなぐ桁
床梁22Aと、両柱21の上端部をつなぐ桁天井梁23Aと、各柱21の下端部に接合さ
れる妻床梁22Bと、各柱21の上端部に接合される妻天井梁23Bとを有する。妻床梁
22Bと妻天井梁23Bの長さ(小建物ユニット10の妻方向巾)は例えば概ね90cm程度
である。
The small building unit 20 is configured so that the standard building unit 10 is positioned approximately half of the wife surface (P in FIG. 1A).
1), the two columns 21, the girder floor beam 22A connecting the lower ends of both columns 21, and the girder ceiling beam 23A connecting the upper ends of both columns 21, Each column 21 has a floor beam 22B joined to the lower end of each column 21 and a wife ceiling beam 23B joined to the upper end of each column 21. The length of the end floor beam 22B and the end ceiling beam 23B (the width in the end direction of the small building unit 10) is, for example, approximately 90 cm.

小建物ユニット20は、更に、図1(C)に示す如く、両妻床梁22Bの先端部をつな
ぐつなぎ床梁24と、両妻天井梁23Bの先端部をつなぐつなぎ天井梁25とを備える。
As shown in FIG. 1C, the small building unit 20 further includes a connecting floor beam 24 that connects the tip ends of the both ends floor beams 22B, and a connecting ceiling beam 25 that connects the ends of the both ends ceiling beams 23B. .

小建物ユニット20は、柱21の下端部に桁床梁22Aと妻床梁22Bのそれぞれを剛
接合し、柱21の上端部に桁天井梁23Aと妻天井梁23Bのそれぞれを剛接合し、両妻
床梁22Bの先端部につなぎ床梁24をピン接合し、両妻天井梁23Bの先端部につなぎ
天井梁25をピン接合する。
The small building unit 20 rigidly joins each of the girder floor beam 22A and the end floor beam 22B to the lower end of the column 21, and rigidly joins each of the girder ceiling beam 23A and the end ceiling beam 23B to the upper end of the column 21. The connecting floor beam 24 is pin-joined to the tip of both ends floor beam 22B, and the connecting ceiling beam 25 is pin-joined to the tip of both ends ceiling beam 23B.

これにより、小建物ユニット20は、2本の柱21と桁床梁22Aと桁天井梁23Aに
より、桁一面に、箱形ラーメンフレームを構成する。また、小建物ユニット20は、1本
の柱21と妻床梁22Bと妻天井梁23Bにより、妻2面に、コ字形ラーメンフレームを
構成する。
As a result, the small building unit 20 forms a box-shaped ramen frame on the entire surface of the girder by the two columns 21, the girder floor beam 22A, and the girder ceiling beam 23A. In addition, the small building unit 20 forms a U-shaped ramen frame on the two faces of the wife by one pillar 21, the wife floor beam 22B, and the wife ceiling beam 23B.

しかるに、小建物ユニット20の生産・輸送手順は例えば以下の如くになされる(図2
)。
(1)妻フレーム組立(図3、図4)
柱21の下端部にジョイントピース22Cを介して妻床梁22Bを剛接合し(スポット
又はアーク溶接)、柱21の上端部にジョイントピース22Cを介して妻天井梁23Bを
剛接合する。
However, the production / transportation procedure of the small building unit 20 is performed as follows, for example (FIG. 2).
).
(1) Wife frame assembly (Figs. 3 and 4)
The end floor beam 22B is rigidly joined to the lower end portion of the column 21 via the joint piece 22C (spot or arc welding), and the end ceiling beam 23B is rigidly joined to the upper end portion of the column 21 via the joint piece 22C.

2個の小建物ユニット20を構成する妻床梁22B同士を仮接続ピース31を介して、
ボルト・ナット31Aにより仮接続し、妻天井梁23B同士を仮接続ピース32を介して
、ボルト・ナット32Aにより仮接続する。
Through the temporary connection piece 31, the floor beams 22B constituting the two small building units 20 are connected to each other.
Temporary connection is made with bolts and nuts 31 </ b> A, and the end ceiling beams 23 </ b> B are temporarily connected to each other via bolts and nuts 32 </ b> A via temporary connection pieces 32.

2個の小建物ユニット20の妻方向巾の合計長が、生産設備や輸送設備の生産・輸送巾
Aに適合するように、仮接続ピース31、32の巾Bで調整する。
The total length of the width direction of the two small building units 20 is adjusted by the width B of the temporary connection pieces 31 and 32 so as to match the production / transport width A of the production facility and the transport facility.

(2)小組立(図5、図6)
1個の小建物ユニット20を構成するために相対する2つの妻フレームの柱21の下端
部を桁床梁22Aで剛接合するとともに、上端部を桁天井梁23Aで剛接合する。同時に
、2つの妻フレームの妻床梁22Bの先端部をつなぎ床梁24でピン接合するとともに、
妻天井梁23Bの先端部をつなぎ天井梁25でピン接合する。
(2) Small assembly (Figs. 5 and 6)
In order to form one small building unit 20, the lower ends of the two opposite end frames 21 are rigidly joined with a girder floor beam 22A, and the upper end is rigidly joined with a girder ceiling beam 23A. At the same time, the tip ends of the two floor beams 22B of the two frame frames are connected to each other by the connecting floor beam 24,
The tip of the end ceiling beam 23B is connected and pin-connected by the ceiling beam 25.

本実施例では、1個の小建物ユニット20を構成する桁床梁22Aとつなぎ床梁24と
床小梁、床根太等からなる床フレーム41と、1個の小建物ユニット20を構成する桁天
井梁23Aとつなぎ天井梁25と天井根太26からなる天井フレーム42(図5)を構成
する。そして、2個の小建物ユニット20を構成する床フレーム41同士を中間仮接続ピ
ース33を介して仮接続するとともに、天井フレーム42同士を中間仮接続ピース33を
介して仮接続し(図5(A))、床フレーム仮接続体と天井フレーム仮接続体を2つの妻
フレームの間に挿入し、2つの妻フレームの柱21の下端部を床フレーム41の桁床梁2
2Aで剛接合するとともに、上端部を天井フレーム42の桁天井梁23Aで剛接合する。
同時に、2つの妻フレームの妻床梁22Bの先端部を床フレーム41のつなぎ床梁24で
ピン接合するとともに、妻天井梁23Bの先端部を天井フレーム42のつなぎ天井梁25
でピン接合し、その後、中間仮接続ピース33を取外し回収する。図4(B)は、妻床梁
22Bの先端部のエンドプレート27に、床フレーム41のつなぎ床梁24をボルト・ナ
ット28でピン接合する状態を示す。図6は、妻天井梁23Bの先端部のエンドプレート
27に、天井フレーム42のつなぎ天井梁25をボルト・ナット28でピン接合した状態
を示す。尚、中間仮接続ピース33は、例えば相隣る天井フレーム42のつなぎ天井梁2
5に挟まれて仮接続する(図5(A))他、相隣る天井フレーム42の桁天井梁23A、
つなぎ天井梁25の上面に渡って、延在される仮接続梁(図5(B))にて構成されるも
のでも良い。
In this embodiment, a girder constituting a single small building unit 20 is composed of a girder floor beam 22A, a connecting floor girder 24, a floor girder, a floor joist and the like, and a girder constituting one small building unit 20. A ceiling frame 42 (FIG. 5) including the ceiling beam 23A, the connecting ceiling beam 25, and the ceiling joist 26 is formed. Then, the floor frames 41 constituting the two small building units 20 are temporarily connected via the intermediate temporary connection piece 33 and the ceiling frames 42 are temporarily connected via the intermediate temporary connection piece 33 (FIG. 5 ( A)), the floor frame temporary connection body and the ceiling frame temporary connection body are inserted between the two wife frames, and the lower ends of the pillars 21 of the two wife frames are connected to the girder floor beam 2 of the floor frame 41.
The upper end portion is rigidly joined with the beam ceiling beam 23A of the ceiling frame 42 while being rigidly joined with 2A.
At the same time, the ends of the two floor frames 22B are pin-joined by the connecting floor beam 24 of the floor frame 41, and the ends of the end ceiling beam 23B are connected to the connecting ceiling beam 25 of the ceiling frame 42.
Then, the intermediate temporary connection piece 33 is removed and collected. FIG. 4B shows a state in which the connecting floor beam 24 of the floor frame 41 is pin-connected with the bolt / nut 28 to the end plate 27 at the tip of the end floor beam 22B. FIG. 6 shows a state in which the connecting ceiling beam 25 of the ceiling frame 42 is pin-connected by the bolt / nut 28 to the end plate 27 at the tip of the end ceiling beam 23B. The intermediate temporary connection piece 33 is, for example, a connecting ceiling beam 2 between adjacent ceiling frames 42.
5 and temporary connection (FIG. 5A), the girder ceiling beams 23A of the adjacent ceiling frames 42,
It may be configured by a temporary connection beam (FIG. 5B) extending over the upper surface of the connecting ceiling beam 25.

次に、小建物ユニット20は建築現場で、被接続建物50に以下の手順で接続される(
図7)。尚、被接続建物50が標準建物ユニット10であるものとする。
Next, the small building unit 20 is connected to the connected building 50 at the construction site in the following procedure (
FIG. 7). It is assumed that the connected building 50 is the standard building unit 10.

(1)輸送車上又は仮置場で、2個の小建物ユニット20を仮接続している仮接続ピース
31、32を取外し回収する。
(1) Remove the temporary connection pieces 31 and 32 that temporarily connect the two small building units 20 on the transport vehicle or temporary storage, and collect them.

(2)小建物ユニット20を吊上げ、基礎又は下階建物構造体の上に据付ける。   (2) Lift the small building unit 20 and install it on the foundation or lower floor building structure.

(3)小建物ユニット20の妻床梁22Bと妻天井梁23Bの各先端部を、被接続建物5
0たる標準建物ユニット10の柱11の下端部と上端部に、ボルト・ナット51でピン接
続する(図8)。このとき、小建物ユニット20の妻床梁22Bと妻天井梁23Bのスパ
ンは、標準建物ユニット10の妻面の中央の反曲点R(図9)より短いから、小建物ユニ
ット20を被接続建物50にピン接続しても、標準建物ユニット10と同等以上の水平強
度を発現する。
(3) Connect each end of the end floor beam 22B and end ceiling beam 23B of the small building unit 20 to the connected building 5
Pin connections are made with bolts and nuts 51 to the lower end and the upper end of the pillar 11 of the standard building unit 10 (FIG. 8). At this time, the span between the floor floor beam 22B and the ceiling ceiling beam 23B of the small building unit 20 is shorter than the center inflection point R (FIG. 9) of the standard building unit 10, so that the small building unit 20 is connected. Even if pin-connected to the building 50, the horizontal strength equivalent to or higher than that of the standard building unit 10 is exhibited.

図10は小建物ユニット20の他の適用例である。被接続建物60になる2個の標準建
物ユニット10の桁面を突き合せ、それらの桁面間に長尺梁61を架け渡し、それらの桁
面にて相隣接する柱11を省略し、それらの両妻面(一方の妻面だけでも可)に小建物ユ
ニット20を沿い設け、小建物ユニット20の妻床梁22Bと妻天井梁23Bの各先端部
を各標準建物ユニット10の外端側の柱11の下端部と上端部にピン接続したものである
。小建物ユニット20と被接続建物60により、柱省略した広い部屋空間を形成できる。
FIG. 10 shows another application example of the small building unit 20. The girder surfaces of the two standard building units 10 that will be the connected building 60 are butted together, the long beams 61 are bridged between these girder surfaces, and the columns 11 adjacent to each other are omitted. The small building unit 20 is provided along both wives (only one wives are allowed), and the front ends of the floor floor beams 22B and the ceiling beams 23B of the small building unit 20 are connected to the outer ends of the standard building units 10. The pillar 11 is pin-connected to the lower end and the upper end. The small building unit 20 and the connected building 60 can form a large room space without a pillar.

本実施例によれば以下の作用効果を奏する。
(a)小建物ユニット20は、標準建物ユニット10の妻面を概ね半分に分割した、柱2
1、桁床梁22A、桁天井梁23A、妻床梁22B、妻天井梁23Bを有して構成される
から、標準建物ユニット10の柱11と梁12A、12B、13A、13B、生産設備(
生産ライン)、輸送設備(輸送車)を共用でき、生産効率、輸送効率を向上できる。
According to the present embodiment, the following operational effects can be obtained.
(a) The small building unit 20 is a pillar 2 in which the end face of the standard building unit 10 is roughly divided in half.
1. Since the girder floor beam 22A, the girder ceiling beam 23A, the end floor beam 22B, and the end ceiling beam 23B are configured, the pillar 11 and the beams 12A, 12B, 13A, 13B of the standard building unit 10 and the production equipment (
Production line) and transportation equipment (transportation vehicles) can be shared, improving production efficiency and transportation efficiency.

(b)小建物ユニット20は、柱21を唯2本用いるものであり、被接続建物50、60
との接合面に柱21を設けないから、構造的にも過剰強度でない。
(b) The small building unit 20 uses only two columns 21 and is connected to the connected buildings 50, 60.
Since the column 21 is not provided on the joint surface, the structural strength is not excessive.

(c)小建物ユニット20は、両妻床梁22Bの先端部をつなぐつなぎ床梁24と、両妻
天井梁23Bの先端部をつなぐつなぎ天井梁25とを備えるから、小建物ユニット20に
おける床、天井の形成が容易になるし、小建物ユニット20の強度も確保できる。
(c) Since the small building unit 20 includes the connecting floor beam 24 that connects the tip ends of the both ends floor beams 22B and the connecting ceiling beam 25 that connects the end portions of the both ends ceiling beams 23B, the floor in the small building unit 20 is provided. The ceiling can be easily formed, and the strength of the small building unit 20 can be secured.

上述(a)、(b)、(c)により、ユニット構法の高効率生産性、輸送性を損なうことなく、
建物を小延長できる。
By the above (a), (b), (c), without impairing the high-efficiency productivity and transportability of the unit construction method,
You can extend the building slightly.

(d)小建物ユニット20は、柱21の下端部に桁床梁22Aと妻床梁22Bのそれぞれ
を剛接合し、該柱21の上端部に桁天井梁23Aと妻天井梁23Bのそれぞれを剛接合し
、両妻床梁22Bの先端部につなぎ床梁24をピン接合し、両妻天井梁23Bの先端部に
つなぎ天井梁25をピン接合して構成されるから、一定の構造強度を簡易に構築できる。
(d) The small building unit 20 rigidly joins each of the girder floor beam 22A and the end floor beam 22B to the lower end portion of the column 21, and connects each of the girder ceiling beam 23A and the end ceiling beam 23B to the upper end portion of the column 21. It is constructed by rigidly connecting, pin-joining the floor beam 24 to the tip of both ends floor beam 22B, and pin-connecting the ceiling beam 25 to the tip of both ends ceiling beam 23B. Easy to build.

(e)被接続建物50、60に小建物ユニット20を接続して形成した建物延長部の桁方
向に沿う水平力の殆どを、小建物ユニット20の2つの柱21と桁床梁22Aと桁天井梁
23Aが作る箱形ラーメンフレームで負担する。
(e) Most of the horizontal force along the girder direction of the building extension formed by connecting the small building unit 20 to the connected buildings 50, 60 is obtained by using the two columns 21 of the small building unit 20, the girder floor beam 22A, and the girder. It is borne by a box-shaped ramen frame made by the ceiling beam 23A.

建物延長部の桁面に取付く重量の重い外壁開口を、上述の箱形ラーメンフレームで全て
負担する。
All the heavy outer wall openings attached to the girder surface of the building extension are covered by the box-shaped ramen frame described above.

(f)建物延長部の妻方向に沿う水平力を、小建物ユニット20の1本の柱21と妻床梁
22Bと妻天井梁23Bが作る、2個のコ字形ラーメンフレームで負担する。小建物ユニ
ット20は、被接続建物50、60の水平力補強にも寄与する。
(f) The horizontal force along the wife direction of the building extension is borne by two U-shaped ramen frames created by one pillar 21, the wife floor beam 22B, and the wife ceiling beam 23B of the small building unit 20. The small building unit 20 also contributes to the horizontal force reinforcement of the connected buildings 50 and 60.

(g)建物延長部の外壁側半分の床、天井、屋根の鉛直荷重を箱形ラーメンフレームで負
担する。
(g) The box-type ramen frame bears the vertical load on the floor, ceiling, and roof on the outer wall side half of the building extension.

建物延長部の被接続建物50、60側の床、天井、屋根の鉛直荷重は、輸送時には、小
建物ユニット20のつなぎ床梁24とつなぎ天井梁25で負担し、被接続建物50、60
との接続後には被接続建物50、60の床梁12A、12B及び天井梁13A、13Bと
分担する。
The vertical loads on the floors, ceilings, and roofs on the connected buildings 50, 60 side of the building extension are borne by the connecting floor beams 24 and the connecting ceiling beams 25 of the small building unit 20 during transportation.
After the connection, the floor beams 12A and 12B and the ceiling beams 13A and 13B of the connected buildings 50 and 60 are shared.

(h)前述(f)において、小建物ユニット20の妻床梁22Bと妻天井梁23Bのスパンが
、標準建物ユニット10の妻面の中央の反曲点より短いから、小建物ユニット20を被接
続建物にピン接続しても、標準建物ユニット10と同等以上の水平強度を発現できる。
(h) In the above-mentioned (f), since the span of the end floor beam 22B and the end ceiling beam 23B of the small building unit 20 is shorter than the center inflection point of the standard building unit 10, the small building unit 20 is covered. Even if it is pin-connected to the connection building, a horizontal strength equal to or higher than that of the standard building unit 10 can be exhibited.

(i)2個の小建物ユニット20を仮接続して生産・輸送し、現地で分離して各小建物ユ
ニット20を被接続建物50、60に接続することで、生産・輸送の合理化を図り、生産
ラインや保管輸送時における小建物ユニット20の転倒を防止できる。
(i) The two small building units 20 are temporarily connected to produce and transport, and the small building units 20 are separated on site and connected to the connected buildings 50 and 60 to streamline production and transportation. In addition, it is possible to prevent the small building unit 20 from being overturned during production line or storage transportation.

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。
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.

図1は標準建物ユニットと小建物ユニットを示す模式図である。FIG. 1 is a schematic diagram showing a standard building unit and a small building unit. 図2は小建物ユニットの仮接続構造を示す模式図である。FIG. 2 is a schematic diagram showing a temporary connection structure of a small building unit. 図3は小建物ユニットの妻面での仮接続構造を示す側面図である。FIG. 3 is a side view showing a temporary connection structure on the end face of the small building unit. 図4は妻床梁と接続ピースを示す模式図である。FIG. 4 is a schematic diagram showing the end floor beam and the connection piece. 図5は小建物ユニットの中間仮接続構造を示す側面図である。FIG. 5 is a side view showing an intermediate temporary connection structure of a small building unit. 図6は妻床梁とつなぎ床梁を示す模式図であるFIG. 6 is a schematic diagram showing the tweezers beam and the connecting floor beam. 図7は標準建物ユニットと小建物ユニットの接続例を示す模式図である。FIG. 7 is a schematic diagram showing a connection example between a standard building unit and a small building unit. 図8は標準建物ユニットと小建物ユニットの接続構造を示す側面図であるFIG. 8 is a side view showing a connection structure between a standard building unit and a small building unit. 図9は標準建物ユニットと小建物ユニットの水平強度を示す模式図であるFIG. 9 is a schematic diagram showing the horizontal strength of the standard building unit and the small building unit. 図10は柱省略建物ユニットと小建物ユニットの接続例を示す模式図である。FIG. 10 is a schematic diagram showing an example of connection between a pillar omitted building unit and a small building unit.

符号の説明Explanation of symbols

10 標準ユニット建物
11 柱
12A 桁床梁
12B 妻床梁
13A 桁天井梁
13B 妻天井梁
20 小建物ユニット
21 柱
22A 桁床梁
22B 妻床梁
23A 桁天井梁
23B 妻天井梁
24 つなぎ床梁
25 つなぎ天井梁
27 エンドプレート
50、60 被接続建物
10 Standard unit building 11 Column 12A Girder floor beam 12B Tile floor beam 13A Girder ceiling beam 13B Tile ceiling beam 20 Small building unit 21 Column 22A Girder floor beam 22B Tsum floor beam 23A Girder ceiling beam 23B Tail ceiling beam 24 Tethered floor beam 25 Ceiling beam 27 End plate 50, 60 Connected building

Claims (2)

小建物ユニットの妻床梁と妻天井梁の各先端部を、被接続建物に接続してなる建物において、
小建物ユニットが、
箱形ラーメンからなる標準建物ユニットを妻面の概ね半分位置で分割した、2本の柱と、両柱の下端部をつなぐ桁床梁と、両柱の上端部をつなぐ桁天井梁と、各柱の下端部に接合される妻床梁と、各柱の上端部に接合される妻天井梁とを有し、
両妻床梁の先端部をつなぐつなぎ床梁と、両妻天井梁の先端部をつなぐつなぎ天井梁とを備え、
前記柱の下端部に桁床梁と妻床梁のそれぞれを剛接合し、該柱の上端部に桁天井梁と妻天井梁のそれぞれを剛接合し、両妻床梁の先端部のエンドプレートにつなぎ床梁を直接的にピン接合し、両妻天井梁の先端部のエンドプレートにつなぎ天井梁を直接的にピン接合してなり、
被接続建物が4本の柱と、2本の桁床梁と、2本の妻床梁と、2本の桁天井梁と、2本の妻天井梁を剛接合した箱形ラーメンであり、
小建物ユニットの妻床梁と妻天井梁の各先端部のエンドプレートを上記箱形ラーメンの柱の下端部と上端部に直接的にピン接合してなることを特徴とする建物。
In the building where each tip part of the wife floor beam and the wife ceiling beam of the small building unit is connected to the connected building,
Small building unit
A standard building unit made of box-shaped ramen is divided into approximately half of the end face. Two columns, a girder floor beam connecting the lower ends of both columns, a girder ceiling beam connecting the upper ends of both columns, and The floor floor beam joined to the lower end of the column, and the end ceiling beam joined to the upper end of each column,
A tethered floor beam that connects the ends of both ends of the floor beams, and a connecting ceiling beam that connects the ends of both ends of the ceiling beams,
Girder floor beams and end floor beams are rigidly joined to the lower ends of the columns, and girder ceiling beams and end ceiling beams are rigidly joined to the upper ends of the columns, and end plates at the ends of both end floor beams The connecting floor beam is directly pin-connected, and the connecting ceiling beam is directly pin-connected to the end plate at the tip of both ends ceiling beam,
The connected building is a box-shaped ramen that rigidly joins four pillars, two girder floor beams, two end floor beams, two girder ceiling beams, and two end ceiling beams.
A building characterized in that end plates at the ends of the end floor beam and the end ceiling beam of the small building unit are directly pin-connected to the lower end and the upper end of the column of the box-shaped ramen.
小建物ユニットの妻床梁と妻天井梁の各先端部を、被接続建物に接続してなる建物において、
小建物ユニットが、
箱形ラーメンからなる標準建物ユニットを妻面の概ね半分位置で分割した、2本の柱と、両柱の下端部をつなぐ桁床梁と、両柱の上端部をつなぐ桁天井梁と、各柱の下端部に接合される妻床梁と、各柱の上端部に接合される妻天井梁とを有し、
両妻床梁の先端部をつなぐつなぎ床梁と、両妻天井梁の先端部をつなぐつなぎ天井梁とを備え、
前記柱の下端部に桁床梁と妻床梁のそれぞれを剛接合し、該柱の上端部に桁天井梁と妻天井梁のそれぞれを剛接合し、両妻床梁の先端部のエンドプレートにつなぎ床梁を直接的にピン接合し、両妻天井梁の先端部のエンドプレートにつなぎ天井梁を直接的にピン接合してなり、
被接続建物が4本の柱と、2本の桁床梁と、2本の妻床梁と、2本の桁天井梁と、2本の妻天井梁を剛接合した2個の箱形ラーメンの桁面を突き合せ、それらの桁面間に長尺梁を架け渡し、それらの桁面にて相隣接する柱を省略してなり、
それらの2個の箱形ラーメンの妻面に小建物ユニットを沿い設け、小建物ユニットの妻床梁と妻天井梁の各先端部のエンドプレートを各箱形ラーメンの外端側の柱の下端部と上端部に直接的にピン接合してなり、小建物ユニットと被接続建物により、柱省略した広い部屋空間を形成してなることを特徴とする建物。
In the building where each tip part of the wife floor beam and the wife ceiling beam of the small building unit is connected to the connected building,
Small building unit
A standard building unit made of box-shaped ramen is divided into approximately half of the end face. Two columns, a girder floor beam connecting the lower ends of both columns, a girder ceiling beam connecting the upper ends of both columns, and The floor floor beam joined to the lower end of the column, and the end ceiling beam joined to the upper end of each column,
A tethered floor beam that connects the ends of both ends of the floor beams, and a connecting ceiling beam that connects the ends of both ends of the ceiling beams,
Girder floor beams and end floor beams are rigidly joined to the lower ends of the columns, and girder ceiling beams and end ceiling beams are rigidly joined to the upper ends of the columns, and end plates at the ends of both end floor beams The connecting floor beam is directly pin-connected, and the connecting ceiling beam is directly pin-connected to the end plate at the tip of both ends ceiling beam,
Connected building has 4 columns, 2 girder floor beams, 2 wives floor beams, 2 girder ceiling beams, and 2 box ramens rigidly joined with 2 girder ceiling beams , The long beams are bridged between these girder surfaces, and the columns adjacent to each other are omitted.
A small building unit is installed along the end face of these two box-shaped ramens, and the end plate at each end of the floor floor beam and the top ceiling beam of the small building unit is attached to the lower end of the column on the outer end side of each box-shaped ramen. The building is characterized in that a large room space is formed by omitting pillars by a small building unit and a connected building.
JP2004262732A 2004-09-09 2004-09-09 Small building units and buildings Expired - Fee Related JP4758627B2 (en)

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JP6353678B2 (en) * 2014-03-27 2018-07-04 株式会社竹中工務店 Beam-shaped member construction method

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