JP2018141333A - building - Google Patents

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Publication number
JP2018141333A
JP2018141333A JP2017037335A JP2017037335A JP2018141333A JP 2018141333 A JP2018141333 A JP 2018141333A JP 2017037335 A JP2017037335 A JP 2017037335A JP 2017037335 A JP2017037335 A JP 2017037335A JP 2018141333 A JP2018141333 A JP 2018141333A
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Prior art keywords
wall
steel column
roof
building
window
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JP7120699B2 (en
Inventor
資貴 赤澤
Suketaka Akazawa
資貴 赤澤
西崎　隆氏
Takashi Nishizaki
隆氏 西崎
一高 小島
Kazutaka Kojima
一高 小島
健嗣 田中
Kenji Tanaka
健嗣 田中
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To support an upper structure part with steel columns erected from an outer wall without providing an aseismatic element between an outer wall of a lower structure part and the upper structure part of a building.SOLUTION: In steel columns 100, a lower end 102 is embedded in an upper part 26B of an outer wall 26 of a lower structure part 20 having a reinforced concrete outer wall 26, and an upper end 104 is erected from the outer wall 26. A roof 50 is supported by the steel columns 100.SELECTED DRAWING: Figure 4

Description

本発明は、建物に関する。   The present invention relates to a building.

特許文献１には、プレキャスト鉄筋コンクリート柱における鉄骨柱の柱脚固定方法に関する技術が開示されている。この先行技術では、下階構造における鉄筋コンクリートよりなるプレキャストコンクリート柱内に鉄骨梁と一体に鉄骨柱の柱脚部を定着している。そして、同柱脚部をプレキャストコンクリート柱の上端面より突出し、同柱脚部の突出部と上階構造の鉄骨柱とを接合している。   Patent Document 1 discloses a technique related to a column base fixing method for a steel column in a precast reinforced concrete column. In this prior art, a column base of a steel column is fixed integrally with a steel beam in a precast concrete column made of reinforced concrete in a lower floor structure. And the same column leg part protrudes from the upper end surface of a precast concrete pillar, and the protrusion part of the same column leg part and the steel column of the upper floor structure are joined.

特許文献２には、最上階の外壁よりも外側に突出するようにして屋根の軒部が設けられた建物に関する技術が開示されている。この先行技術では、最上階の天井部と、軒部に設けられた軒天井部と、が略同じ高さとなるように設けられている。そして、最上階の外壁の上部に、最上階の天井部付近と、軒部の軒天井部付近とを連通する開口部が形成されていると共に、この開口部を開閉する換気窓が設置されている。   Patent Document 2 discloses a technique related to a building in which an eave part of a roof is provided so as to protrude outward from the outer wall on the top floor. In this prior art, the ceiling part of the top floor and the eaves ceiling part provided in the eaves part are provided so that it may become substantially the same height. In addition, an opening is formed in the upper part of the outer wall of the top floor so as to connect the vicinity of the ceiling of the top floor and the vicinity of the eaves of the eaves, and a ventilation window for opening and closing the opening is installed. Yes.

特開平０７−６２７４２号公報Japanese Unexamined Patent Publication No. 07-62742 特開２００７−１６２３８９号公報JP 2007-162389 A

下部構造部の外壁と屋根等の上部構造部との間に、ブレース等の耐震要素を設けることなく、外壁に立設された鉄骨柱で上部構造部を支持する構造とすると、高い意匠性を得ることができる。   A structure that supports the upper structure with a steel pillar standing on the outer wall without providing seismic elements such as braces between the outer wall of the lower structure and the upper structure such as the roof, provides high design. Can be obtained.

本発明は、上記事実を鑑み、下部構造部の外壁と上部構造部との間に耐震要素を設けることなく、外壁に立設された鉄骨柱で上部構造部を支持する建物を提供することが目的である。   In view of the above facts, the present invention can provide a building that supports an upper structure portion with a steel column erected on the outer wall without providing a seismic element between the outer wall and the upper structure portion of the lower structure portion. Is the purpose.

請求項１の発明は、鉄筋コンクリート造の外壁を有する下部構造部と、前記下部構造部の前記外壁の上部に下端部が埋設され、上端部が前記外壁から立設する鉄骨柱と、前記鉄骨柱で支持された上部構造部と、を備える建物である。   The invention of claim 1 includes a lower structure portion having an outer wall made of reinforced concrete, a steel column in which a lower end portion is embedded in an upper portion of the outer wall of the lower structure portion, and an upper end portion standing from the outer wall, and the steel column And a superstructure supported by the building.

請求項１に記載の発明では、鉄骨柱は、下部構造部の外壁の上部に下端部が埋設されているので、外壁の剛性が高くなり、地震力の方向が面外方向となる外壁から立設する鉄骨柱も地震力を負担できる。   In the invention according to claim 1, since the lower end portion of the steel column is embedded in the upper portion of the outer wall of the lower structure portion, the rigidity of the outer wall is increased, and the steel column is raised from the outer wall in which the direction of seismic force is the out-of-plane direction. The steel column to be installed can bear the seismic force.

したがって、下部構造部の外壁と上部構造部との間に耐震要素を設けることなく、外壁から突出させた鉄骨柱で上部構造部を支持することができる。また、下部構造部の外壁と上部構造部との間には、耐震要素がないので、意匠性が向上する。   Therefore, the upper structure portion can be supported by the steel column projecting from the outer wall without providing a seismic element between the outer wall of the lower structure portion and the upper structure portion. Moreover, since there is no seismic element between the outer wall of the lower structure part and the upper structure part, the design is improved.

請求項２の発明は、前記下部構造部と前記上部構造部との間の外周部に窓が設けられ、前記鉄骨柱に、前記窓の窓枠の縦枠部が重なるように固定されている、請求項１に記載の建物である。   According to a second aspect of the present invention, a window is provided in an outer peripheral portion between the lower structure portion and the upper structure portion, and is fixed to the steel column so that a vertical frame portion of the window frame of the window overlaps. The building according to claim 1.

請求項２に記載の発明では、鉄骨柱に窓枠の縦枠部が重なるように固定されている。よって、外から鉄骨柱が隠れ、下部構造部の外壁と上部構造部との間は窓枠しかないように見え、意匠性が向上する。   In invention of Claim 2, it fixes so that the vertical frame part of a window frame may overlap with a steel frame pillar. Accordingly, the steel column is hidden from the outside, and it appears that there is only a window frame between the outer wall of the lower structure part and the upper structure part, and the design is improved.

請求項３の発明は、前記上部構造部が屋根である、請求項１又は請求項２に記載の建物である。   The invention according to claim 3 is the building according to claim 1 or claim 2, wherein the superstructure is a roof.

請求項３に記載の発明では、下部構造部の外壁と屋根との間には、耐震要素がないので、意匠性が向上する。また、鉄骨柱に窓枠の縦枠部が重なるように固定されている場合は、屋根が浮いているように見え、更に意匠性が向上する。   In invention of Claim 3, since there is no seismic element between the outer wall of a lower structure part, and a roof, designability improves. Moreover, when it fixes so that the vertical frame part of a window frame may overlap with a steel frame pillar, it looks like the roof is floating and the design property improves further.

本発明によれば、下部構造部の外壁と上部構造部との間に耐震要素を設けることなく、外壁に立設された鉄骨柱で上部構造部を支持することができる。   According to the present invention, the upper structure portion can be supported by the steel column erected on the outer wall without providing a seismic element between the outer wall of the lower structure portion and the upper structure portion.

本発明の一実施形態の建物をＹ方向から見た正面図である。It is the front view which looked at the building of one embodiment of the present invention from the Y direction. 図１の建物の屋根を構成する屋根架構の正面図であるIt is a front view of the roof frame which comprises the roof of the building of FIG. 図１の建物の下部構造部の内部構造を模式的に示す斜め上方から見た斜視図である。It is the perspective view seen from diagonally upward which shows typically the internal structure of the lower structure part of the building of FIG. 図３に屋根架構を構成する下部架構を図示した斜視図である。It is the perspective view which illustrated the lower frame which comprises a roof frame in FIG. 図４の最上階部分（三階部分）の内部を模式的に示す斜め下方から見た拡大斜視図である。It is the expansion perspective view which looked at the inside of the uppermost floor part (third floor part) of FIG.

＜実施形態＞
本発明の一実施形態に係る建物について説明する。なお、図中、水平方向における直交する２方向を矢印Ｘ（Ｘ方向）及び矢印Ｙ（Ｙ方向）で示し、上下方向を矢印Ｚ（Ｚ方向）で示す。 <Embodiment>
A building according to an embodiment of the present invention will be described. In the figure, two orthogonal directions in the horizontal direction are indicated by an arrow X (X direction) and an arrow Y (Y direction), and the vertical direction is indicated by an arrow Z (Z direction).

［構造］
先ず、本実施形態の建物１０の構造について説明する。 [Construction]
First, the structure of the building 10 of this embodiment is demonstrated.

図１に示すように、建物１０は、鉄筋コンクリート造の下部構造部２０と、上部構造部の一例としての屋根５０と、を含んで構成されている。   As shown in FIG. 1, the building 10 includes a lower structure 20 made of reinforced concrete and a roof 50 as an example of the upper structure.

下部構造部２０は、複数階（本実施形態では三階）からなり、図３〜図５に示すように、柱２２、梁２４、外壁２６及びスラブ２８で躯体が構成されている。なお、Ｘ方向に沿った外壁を外壁２６Ｘとし、Ｙ方向に沿った外壁を外壁２６Ｙとする。   The lower structure unit 20 is composed of a plurality of floors (third floor in the present embodiment), and as shown in FIGS. 3 to 5, a pillar 22, a beam 24, an outer wall 26, and a slab 28 constitute a housing. The outer wall along the X direction is the outer wall 26X, and the outer wall along the Y direction is the outer wall 26Y.

下部構造部２０の最上階（本実施形態では三階）における外壁２６の上端部２６Ａ（梁２４の上端部２４Ａ、柱２２の上端部２２Ａ）から鉄骨柱１００（図２も参照）が立設している。なお、本実施形態では、最上階（本実施形態では三階）は、外周部以外は柱がない構造となっているが、これに限定されるものではない。   A steel column 100 (see also FIG. 2) is erected from the upper end portion 26A (the upper end portion 24A of the beam 24 and the upper end portion 22A of the column 22) of the outer wall 26 on the uppermost floor (the third floor in the present embodiment) of the lower structure portion 20. doing. In the present embodiment, the top floor (the third floor in the present embodiment) has a structure having no columns other than the outer peripheral portion, but is not limited thereto.

図５に示すように、鉄骨柱１００の下端部１０２は、鉄筋コンクリート造の外壁２６の最上階（本実施形態では三階）における上部２６Ｂ（柱２２の上部２６Ｂ）に埋設されている。なお、鉄骨柱１００の外壁２６から突出している部位を「鉄骨柱１００の上端部１０４」とする（図２〜図４も参照）。   As shown in FIG. 5, the lower end 102 of the steel column 100 is embedded in an upper portion 26B (upper portion 26B of the column 22) on the uppermost floor (third floor in this embodiment) of the outer wall 26 made of reinforced concrete. In addition, the site | part which protrudes from the outer wall 26 of the steel column 100 is set to "the upper end part 104 of the steel column 100" (refer also FIGS. 2-4).

このように、下部構造部２０の最上階（本実施形態では三階）は、階の途中までは鉄筋コンクリート造であるが、鉄骨柱１００の下端部１０２が埋設されている外壁２６の上部２６Ｂ（柱２２の上部２２Ｂ）は鉄骨鉄筋コンクリート造となっている。   As described above, the uppermost floor (third floor in this embodiment) of the lower structure portion 20 is reinforced concrete until the middle of the floor, but the upper portion 26B of the outer wall 26 in which the lower end portion 102 of the steel column 100 is embedded ( The upper part 22B) of the column 22 is a steel reinforced concrete structure.

図２に示すように、この鉄骨柱１００の上端部１０４に屋根５０（図１も参照）を構成する屋根架構５６が支持されている。なお、図１に示すように、本実施形態の屋根５０の外形形状は、宝形造である。   As shown in FIG. 2, a roof frame 56 constituting a roof 50 (see also FIG. 1) is supported on the upper end portion 104 of the steel column 100. In addition, as shown in FIG. 1, the external shape of the roof 50 of this embodiment is a treasure.

図２に示すように、屋根架構５６は、鉄骨材で構成され、宝形の上部架構５２の下に格子状の下部架構５４が設けられた構造となっており、この下部架構５４が鉄骨柱１００の上端部１０４と接合されている（図4及び図５も参照）。   As shown in FIG. 2, the roof frame 56 is made of a steel frame, and has a structure in which a lattice-like lower frame 54 is provided under a treasure-shaped upper frame 52, and the lower frame 54 is a steel column. It joins with the upper end part 104 of 100 (refer also FIG.4 and FIG.5).

図１に示すように、下部構造部２０と屋根５０との間の外周部６０には、窓６２が設けられている。具体的には、外周部６０には、ガラス６４がはめ込まれた窓枠６６が設けられている。この窓枠６６は、正面視（Ｘ方向又はＹ方向から見た場合）において、縦枠部６６Ａが鉄骨柱１００の上端部１０４（図２等を参照）に重なるように設けられている。   As shown in FIG. 1, a window 62 is provided on the outer peripheral portion 60 between the lower structure portion 20 and the roof 50. Specifically, the outer peripheral portion 60 is provided with a window frame 66 in which a glass 64 is fitted. The window frame 66 is provided such that the vertical frame portion 66A overlaps the upper end portion 104 (see FIG. 2 and the like) of the steel column 100 in a front view (when viewed from the X direction or the Y direction).

本実施形態の建物１０は、地震時にＸ方向に沿った方向が大きく揺れると想定されている。そして、地震時にＸ方向に沿った方向が面外方向になるＹ方向に沿った外壁２６Ｙは、他のＸ方向に沿った外壁２６Ｘよりも面外剛性が高くなっている。なお、どのようにして外壁２６Ｙの面外剛性を高くしてもよい。例えば、「最上階（本実施形態では三階）の上端部２６Ａを全体的に高くする（平均高さを高くする）」、「梁２４の断面を大きくする」及び「壁厚を厚くする」等で面外剛性を高くできる。   In the building 10 of the present embodiment, it is assumed that the direction along the X direction greatly shakes during an earthquake. And the outer wall 26Y along the Y direction in which the direction along the X direction is an out-of-plane direction at the time of the earthquake has higher out-of-plane rigidity than the outer wall 26X along the other X directions. Note that the out-of-plane rigidity of the outer wall 26Y may be increased in any way. For example, “the upper end portion 26A of the top floor (the third floor in the present embodiment) is generally increased (the average height is increased)”, “the cross section of the beam 24 is increased”, and “the wall thickness is increased”. It is possible to increase the out-of-plane rigidity.

［作用及び効果］
次に、本実施形態の作用及び効果について説明する。 [Action and effect]
Next, the operation and effect of this embodiment will be described.

鉄骨柱１００は、下部構造部２０の外壁２６の上部２６Ｂ（柱２２の上部２２Ｂ）に下端部１０２が埋設されているので、外壁２６の上部２６Ｂの剛性が高くなり、地震力の方向が面外方向となる外壁２６から立設する鉄骨柱１００も地震力を負担する。   In the steel column 100, since the lower end portion 102 is embedded in the upper portion 26B of the outer wall 26 of the lower structure portion 20 (upper portion 22B of the column 22), the rigidity of the upper portion 26B of the outer wall 26 is increased, and the direction of the seismic force is surface. The steel column 100 erected from the outer wall 26 in the outward direction also bears the seismic force.

また、地震時にＸ方向に沿った方向が面外方向になるＹ方向に沿った外壁２６Ｙは、Ｘ方向に沿った外壁２６Ｘよりも面外剛性が高くなっている。よって、外壁２６Ｙの剛性が更に高くなり、外壁２６Ｙから立設する鉄骨柱１００が効果的に地震力を負担する。   Further, the outer wall 26Y along the Y direction in which the direction along the X direction is an out-of-plane direction during an earthquake has higher out-of-plane rigidity than the outer wall 26X along the X direction. Therefore, the rigidity of the outer wall 26Y is further increased, and the steel column 100 erected from the outer wall 26Y effectively bears the seismic force.

したがって、下部構造部２０の外壁２６と屋根５０との間の外周部６０にブレースや耐震壁等の耐震要素を設けることなく、外壁２６から突出させた鉄骨柱１００で屋根５０を支持することができる。   Therefore, it is possible to support the roof 50 with the steel column 100 protruding from the outer wall 26 without providing a seismic element such as a brace or a seismic wall at the outer peripheral portion 60 between the outer wall 26 of the lower structure portion 20 and the roof 50. it can.

別の観点から説明すると、柱２２の上部２２Ｂ及び外壁２６の上部２６Ｂが実質的に鉄骨鉄筋コンクリート造となり、鉄骨柱１００の下端部１０２の応力処理と層剛性の向上との両方が可能となる合理的な構造となっている。   If it demonstrates from another viewpoint, the upper part 22B of the pillar 22 and the upper part 26B of the outer wall 26 will be substantially steel-framed reinforced concrete structure, and the rationality which can perform both the stress processing of the lower end part 102 of the steel column 100 and the improvement of a layer rigidity is possible. It has a typical structure.

また、下部構造部２０の外壁２６と屋根５０との間には、耐震要素がなく、外周部６０に窓６２が設けられている。この窓６２の窓枠６６は、縦枠部６６Ａが鉄骨柱１００に重なるように固定されている。   Further, there is no seismic element between the outer wall 26 of the lower structure portion 20 and the roof 50, and a window 62 is provided on the outer peripheral portion 60. The window frame 66 of the window 62 is fixed so that the vertical frame portion 66 </ b> A overlaps the steel column 100.

よって、下部構造部２０の外壁２６と屋根５０との間の外周部６０には、窓６２（窓枠６及びガラス６４）しかないように見え、その結果、屋根５０が浮いているように見えるので、高い意匠性を有している。   Therefore, it seems that only the window 62 (window frame 6 and glass 64) exists in the outer peripheral part 60 between the outer wall 26 of the lower structure part 20 and the roof 50, and as a result, the roof 50 seems to be floating. Therefore, it has high designability.

また、下部構造部２０の外壁２６と屋根５０との間の外周部６０にブレース等の耐震要素が設けられていないので、窓６２からの採光及び通風に対して好適である。   Further, since no seismic elements such as braces are provided on the outer peripheral portion 60 between the outer wall 26 of the lower structure portion 20 and the roof 50, it is suitable for lighting and ventilation from the window 62.

＜その他＞
尚、本発明は上記実施形態に限定されない。 <Others>
The present invention is not limited to the above embodiment.

下部構造部２０の外壁２６と屋根５０との間の外周部６０設けられて窓枠６６の縦枠部６６Ａは、正面視において、鉄骨柱１００に重なるように固定されている。しかし、鉄骨柱１００と重ならない縦枠部６６Ａがあってもよいし、全く重なっていなくてもよい。   A vertical frame portion 66 </ b> A of the window frame 66 provided in the outer peripheral portion 60 between the outer wall 26 of the lower structure portion 20 and the roof 50 is fixed so as to overlap the steel column 100 in a front view. However, there may be a vertical frame portion 66A that does not overlap with the steel column 100, or it may not overlap at all.

また、下部構造部２０の外壁２６と屋根５０との間の外周部６０に、窓枠６６にガラス６４がはめ込まれた窓６２以外の窓、例えば、障子が外周部６０に設けられていてもよい。また、外周部６０に窓以外のもの、例えば換気口が設けられていてもよい。更に、外周部６０に、何も設けられていなくてもよい。   Further, a window other than the window 62 in which the glass 64 is fitted in the window frame 66, for example, a shoji, is provided on the outer peripheral portion 60 on the outer peripheral portion 60 between the outer wall 26 of the lower structure portion 20 and the roof 50. Good. Moreover, things other than a window, for example, a ventilation opening, may be provided in the outer peripheral part 60. Further, nothing may be provided on the outer peripheral portion 60.

また、上記実施形態では、上部構造部は、屋根５０であったが、これに限定されない。例えば、建物の上下方向の中間部分に下部構造部の外壁から立設する鉄骨柱で上部構造部が支持された部位があってもよい。   Moreover, in the said embodiment, although the upper structure part was the roof 50, it is not limited to this. For example, there may be a portion where the upper structure portion is supported by a steel pillar standing from the outer wall of the lower structure portion in the middle portion in the vertical direction of the building.

また、外壁２６Ｙは、外壁２６Ｘよりも面外剛性が高くなっているが、これに限定されない。要は、耐震要素を設けることなく、外壁から突出させた鉄骨柱１００の上端部１０４で上部構造部を支持できればよい。   The outer wall 26Y has higher out-of-plane rigidity than the outer wall 26X, but is not limited to this. In short, it is only necessary that the upper structure portion can be supported by the upper end portion 104 of the steel column 100 protruding from the outer wall without providing an earthquake-resistant element.

本発明の要旨を逸脱しない範囲において種々なる態様で実施し得ることは言うまでもない   Needless to say, the present invention can be implemented in various modes without departing from the scope of the present invention.

１０ 建物
２０ 下部構造部
２６ 外壁
２６Ｂ 上部
５０ 屋根（上部構造部の一例）
６０ 外周部
６６ 窓枠
６６Ａ 縦枠部
１００ 鉄骨柱
１０２ 下端部
１０４ 上端部 10 Building 20 Lower structure part 26 Outer wall 26B Upper part 50 Roof (an example of an upper structure part)
60 Peripheral part 66 Window frame 66A Vertical frame part 100 Steel pillar 102 Lower end part 104 Upper end part

Claims (3)

鉄筋コンクリート造の外壁を有する下部構造部と、
前記下部構造部の前記外壁の上部に下端部が埋設され、上端部が前記外壁から立設する鉄骨柱と、
前記鉄骨柱で支持された上部構造部と、
を備える建物。 A substructure having a reinforced concrete outer wall;
A steel column in which a lower end portion is embedded in an upper portion of the outer wall of the lower structure portion and an upper end portion stands from the outer wall;
An upper structure supported by the steel column;
Building with. 前記下部構造部と前記上部構造部との間の外周部に窓が設けられ、
前記鉄骨柱に、前記窓の窓枠の縦枠部が重なるように固定されている、
請求項１に記載の建物。 A window is provided in an outer peripheral portion between the lower structure portion and the upper structure portion,
It is fixed so that the vertical frame portion of the window frame of the window overlaps the steel column,
The building according to claim 1. 前記上部構造部が屋根である、
請求項１又は請求項２に記載の建物。
The upper structure is a roof;
The building according to claim 1 or claim 2.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61179937A (en) * 1985-02-04 1986-08-12 清水建設株式会社 Half like building and its construction
JPH02128036A (en) * 1988-11-07 1990-05-16 Takenaka Komuten Co Ltd Method for placing inclined, long-span steel girder
JPH02296947A (en) * 1989-05-09 1990-12-07 Shimizu Corp Outer facing structure of superhigh multistoried cylindrical building
JPH05287808A (en) * 1992-04-13 1993-11-02 Fujita Corp Anchor mounting device for column base of steel frame column
JPH0762742A (en) * 1993-08-30 1995-03-07 Fujita Corp Fixing method for pedestal of steelwork pillar in precast reinforced concrete pillar
JP2003239397A (en) * 2002-02-13 2003-08-27 Nishimatsu Constr Co Ltd Joint structure and joint method for reinforced concrete column and steel column
JP2012219588A (en) * 2011-04-14 2012-11-12 Sumitomo Fudosan Kk Continuous bay window
US8631628B1 (en) * 2011-02-25 2014-01-21 Clearview Composite Wall System, LLC Tilt-up concrete spandrel assemblies and methods

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61179937A (en) * 1985-02-04 1986-08-12 清水建設株式会社 Half like building and its construction
JPH02128036A (en) * 1988-11-07 1990-05-16 Takenaka Komuten Co Ltd Method for placing inclined, long-span steel girder
JPH02296947A (en) * 1989-05-09 1990-12-07 Shimizu Corp Outer facing structure of superhigh multistoried cylindrical building
JPH05287808A (en) * 1992-04-13 1993-11-02 Fujita Corp Anchor mounting device for column base of steel frame column
JPH0762742A (en) * 1993-08-30 1995-03-07 Fujita Corp Fixing method for pedestal of steelwork pillar in precast reinforced concrete pillar
JP2003239397A (en) * 2002-02-13 2003-08-27 Nishimatsu Constr Co Ltd Joint structure and joint method for reinforced concrete column and steel column
US8631628B1 (en) * 2011-02-25 2014-01-21 Clearview Composite Wall System, LLC Tilt-up concrete spandrel assemblies and methods
JP2012219588A (en) * 2011-04-14 2012-11-12 Sumitomo Fudosan Kk Continuous bay window

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