JP2016084599A

JP2016084599A - Method and device for connecting buildings

Info

Publication number: JP2016084599A
Application number: JP2014216987A
Authority: JP
Inventors: 忠成瀬; Tadashi Naruse; 弘明龍神; Hiroaki Tatsugami
Original assignee: Maeda Corp
Current assignee: Maeda Corp
Priority date: 2014-10-24
Filing date: 2014-10-24
Publication date: 2016-05-19

Abstract

PROBLEM TO BE SOLVED: To enable connection between a building and an extension of the building such as a covering building over the building, even when there is a projection on an outer surface of the building, or a wing wall, a spandrel wall, or a hanging wall by a column.SOLUTION: A connection method is used for connecting an extension 2 to a beam 1b of a building 1, where the extension 2 is connected and fixed by gripping the beam 1b. Specifically, beam fixtures 4, 5, 7, 8 provided on a column 3 of the extension 2 grip the beam 1b for fixing the extension 2. The beam fixtures 4, 5, 7, 8 grip the beam 1b, along with another beam 1b of a floor below the beam 1b, for fixing the extension 2. Two beam fixtures each on top and bottom 4, 5, (7, 8) grip the beam 1b from above and below.SELECTED DRAWING: Figure 1

Description

本発明は、建物の梁に対する増設物の結合方法と、その結合装置に関する。 The present invention relates to a method for coupling an extension to a building beam and a coupling device therefor.

建物の高さが中低層の場合、重機のアーム先端に建物躯体を破砕する治具を取付けて、地上からアームを伸展させて解体する。
また、高層の場合には、重機をクレーンで施工階に乗せて解体し、瓦礫はクレーンで下ろす。クレーンは建物内部の床をくり抜く場合、建物の外壁に沿わせる場合、建物とは独立したクローラーの場合がある。また、重機を使わず、解体用の機械、工具を用いる場合もある。 When the height of the building is medium to low, attach a jig for crushing the building frame to the tip of the arm of the heavy machinery, and extend the arm from the ground to dismantle it.
In the case of high-rise buildings, heavy machinery is put on the construction floor with a crane and demolished, and debris is lowered with a crane. The crane may be a crawler that is independent of the building when it is cut through the floor inside the building, along the outer wall of the building. In some cases, machines and tools for dismantling are used instead of heavy machinery.

さらに、高層建物では、施工時の粉塵、飛散物が地上に落下する範囲が広くなり、騒音の問題もあるため、施工階全体を解体時に仮設の専用構造物である建屋で覆って全体を閉鎖してしまう工法もある。建屋は、鉄骨製が多く、重量も重いため、建屋を吊るためのクレーンの設置は困難になる。そのため、建屋自体に自動降下機構を設けた工法が多い（例えば特許文献１参照）。 Furthermore, in high-rise buildings, the range in which dust and scattered items fall during construction falls and there is a problem with noise, so the entire construction floor is covered with a building that is a temporary dedicated structure when dismantled, and the whole is closed There is also a construction method that ends up. Buildings are often made of steel and heavy, making it difficult to install a crane to suspend the building. Therefore, there are many construction methods in which an automatic lowering mechanism is provided in the building itself (see, for example, Patent Document 1).

そして、高層建物の解体工法は、主として鉄骨造を対象としている。
また、自動降下機構は、既存の柱もしくは柱と床を利用して建屋重量を承け、下階に建屋の柱が下降して、再び既存柱もしくは柱と床にもたれて建屋を固定している。 The demolishing method for high-rise buildings mainly targets steel structures.
In addition, the automatic descent mechanism accepts the building weight using existing pillars or pillars and floors, the pillars of the building descend on the lower floor, and again lean against the existing pillars or pillars and floor to fix the building .

特開２０１１−６９１１７号公報JP 2011-69117 A

しかし、従来の自動降下機構は、建物外面に鉄筋コンクリート製のバルコニー、外部廊下などの建物外壁から張り出し物がある場合、もしくは柱際に袖壁、腰壁、垂れ壁などがある場合には使えない。
つまり、下階に降りる前に予め柱周りを撤去する必要があるが、建屋外の下部で床の無い状態での解体作業はできない。 However, the conventional automatic descent mechanism cannot be used when there are overhangs from the building outer walls such as reinforced concrete balconies and external corridors on the outside of the building, or when there are sleeve walls, waist walls, hanging walls etc. .
That is, it is necessary to remove the column periphery before getting down to the lower floor, but dismantling work without a floor in the lower part of the building cannot be performed.

本発明の課題は、建物外面に張り出し物、もしくは柱際に袖壁、腰壁、垂れ壁などがある場合でも、建物を覆う建屋等の増設物の結合を可能とすることである。 An object of the present invention is to make it possible to connect an extension such as a building that covers a building even when there is an overhang on the outer surface of the building, or there is a sleeve wall, a waist wall, a hanging wall or the like at the side of a pillar.

以上の課題を解決するため、請求項１に記載の発明は、
建物の梁に対する増設物の結合方法であって、
前記梁を掴んで前記増設物を固定状態に結合することを特徴とする。 In order to solve the above problems, the invention described in claim 1
A method of joining an extension to a building beam,
It is characterized in that the beam is grasped and the extension is coupled in a fixed state.

請求項２に記載の発明は、
請求項１に記載の建物の結合方法であって、
前記増設物の支柱に備えられる梁固定具により、前記梁を掴んで前記増設物を固定することを特徴とする。 The invention described in claim 2
The method of combining buildings according to claim 1,
The additional object is fixed by grasping the beam with a beam fixing tool provided on a support column of the additional object.

請求項３に記載の発明は、
請求項２に記載の建物の結合方法であって、
前記梁固定具により、前記梁を掴むとともに、前記梁より下階の梁を掴んで前記増設物を固定することを特徴とする。 The invention according to claim 3
A method for combining buildings according to claim 2,
The beam is clamped by the beam fixing tool, and the extension is fixed by holding a beam below the beam.

請求項４に記載の発明は、
請求項２または３に記載の建物の結合方法であって、
上下２本の前記梁固定具により、前記梁を上下に挟んで掴むことを特徴とする。 The invention according to claim 4
A method for connecting buildings according to claim 2 or 3,
The beam is sandwiched between the upper and lower two beam fixtures and is gripped.

請求項５に記載の発明は、
建物の梁に対する増設物の結合装置であって、
前記増設物の支柱に、前記梁を掴んで固定可能とする梁固定具を備えることを特徴とする。 The invention described in claim 5
An extension coupling device for building beams,
It is characterized by providing a beam fixing tool which makes it possible to grasp and fix the beam to the support pillar of the extension.

請求項６に記載の発明は、
請求項５に記載の建物の結合装置であって、
前記梁固定具で掴まれる前記梁より下階の梁を掴んで固定可能とする梁固定具を備えることを特徴とする。 The invention described in claim 6
The building coupling device according to claim 5,
A beam fixing tool is provided, which can be fixed by gripping a beam below the beam that is gripped by the beam fixing tool.

請求項７に記載の発明は、
請求項５または６に記載の建物の結合装置であって、
前記梁を上下に挟んで掴む上下２本で１セットの前記梁固定具を備えることを特徴とする。 The invention described in claim 7
The building coupling device according to claim 5 or 6,
One set of the beam fixtures is provided with two beams (upper and lower) holding the beam vertically.

請求項８に記載の発明は、
請求項５から７のいずれか一項に記載の建物の結合装置であって、
前記梁固定具は前記支柱に対し回転可能かつ昇降可能に結合されていることを特徴とする。 The invention according to claim 8 provides:
A building coupling device according to any one of claims 5 to 7,
The beam fixture is coupled to the column so as to be rotatable and movable up and down.

本発明によれば、建物外面に張り出し物、もしくは柱際に袖壁、腰壁、垂れ壁などがある場合でも、建物を覆う建屋等の増設物を結合することができる。 According to the present invention, an extension such as a building covering a building can be combined even when there is an overhang on the outer surface of the building or a sleeve wall, a waist wall, a hanging wall, etc. at the pillar.

本発明を適用した高層建物解体装置の一実施形態の概略構成を示すもので、第１工程を示す図（ａ）、及び第２工程を示す図（ｂ）である。The schematic structure of one Embodiment of the high-rise building dismantling apparatus to which this invention is applied is shown, (a) which shows a 1st process, and (b) which shows a 2nd process. 第３工程を示す図（ａ）、及び第４工程を示す図（ｂ）である。It is the figure (a) which shows a 3rd process, and the figure (b) which shows a 4th process. 第５工程を示す図（ａ）、及び第６工程を示す図（ｂ）である。It is the figure (a) which shows a 5th process, and the figure (b) which shows a 6th process. 第７工程を示す図（ａ）、及び第８工程を示す図（ｂ）である。It is a figure (a) showing the 7th process, and a figure (b) showing the 8th process. 既存梁を掴む機構部分を一部破断して示す拡大斜視図である。It is an enlarged perspective view which shows a mechanism part which grasps an existing beam partially fractured. 図５の梁固定具の連結構造部の縦断面図である。It is a longitudinal cross-sectional view of the connection structure part of the beam fixing tool of FIG. 図５の梁固定補助具の構造例を示す既存梁掴み部分の正面図である。It is a front view of the existing beam grip part which shows the structural example of the beam fixing auxiliary tool of FIG. 図７の梁固定補助具の斜視図である。It is a perspective view of the beam fixing auxiliary tool of FIG.

以下、図を参照して本発明を実施するための形態を詳細に説明する。
（実施形態）
図１から図４は本発明を適用した高層建物解体装置の一実施形態の概略構成を示すもので、１は高層建物、２は建屋、３は支柱、４は第１の梁固定具、５は第２の梁固定具、６は筒状部材、７は第３の梁固定具、８は第４の梁固定具、９は連結部材、１０は作業床、１１はＰＣ鋼棒である。 DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings.
(Embodiment)
1 to 4 show a schematic configuration of an embodiment of a high-rise building dismantling apparatus to which the present invention is applied. 1 is a high-rise building, 2 is a building, 3 is a column, 4 is a first beam fixture, 5 Is a second beam fixture, 6 is a cylindrical member, 7 is a third beam fixture, 8 is a fourth beam fixture, 9 is a connecting member, 10 is a work floor, and 11 is a PC steel rod.

図示のように、高層建物１の頂部付近には解体装置が設けられている。この解体装置は、高層建物１の頂部付近のバルコニー（または外部廊下）１ａを含む周囲及び上方を覆う建屋２と、その建屋２の柱を兼ねて、高層建物１の周囲に配置される多数の支柱３に各々取り付けた計４本の鉄骨による梁固定具である支持梁４・５・７・８及び連結部材９とを備えて構成される。
すなわち、建屋２の支柱３には、上方から順に第１の支持梁４と第２の支持梁５が筒状部材６で一体に取り付けられていて、その下方に順に第３の支持梁７と第４の支持梁８が取り付けられている。
なお、第３の支持梁７と第４の支持梁８は、高層建物１の既存梁１ｂを掴んだ状態で、鋼材をボルトなどで接続して一体化し、連結部材９をボルトなどを介して第３及び第４のの支持梁７・８と接続する（図５及び図６参照）。 As illustrated, a dismantling device is provided near the top of the high-rise building 1. The dismantling apparatus includes a plurality of buildings 2 that are arranged around the high-rise building 1 serving as pillars of the building 2 that covers and covers the periphery including the balcony (or external corridor) 1a near the top of the high-rise building 1 and the pillars of the building 2. It is configured to include support beams 4, 5, 7, and 8 and a connecting member 9, which are beam fixtures made of a total of four steel frames attached to the columns 3.
That is, the first support beam 4 and the second support beam 5 are integrally attached to the column 3 of the building 2 in order from the top by the cylindrical member 6, and the third support beam 7 and the lower support member are sequentially attached to the lower side. A fourth support beam 8 is attached.
The third support beam 7 and the fourth support beam 8 are integrated by connecting steel members with bolts or the like in a state where the existing beam 1b of the high-rise building 1 is gripped, and the connecting member 9 is connected via the bolts or the like. It connects with the 3rd and 4th support beam 7 * 8 (refer FIG.5 and FIG.6).

実施形態の高層建物１の解体工法においては、解体施工階の直下階の床梁（既存梁）１ｂを建屋２の重量の支持に利用する。
ここで、鉄骨製の建屋２は、既存建物を覆うだけの平面形状を有する。
また、４本の支持梁４・５・７・８及び連結部材９は、上下２本で１セットとなり、その上方の第１及び第２の支持梁４・５は、解体施工時にその直下階で建屋２の重量を支持するため、既存梁１ｂを掴み固定する。
すなわち、第１及び第２の支持梁４・５は、解体施工階の直下階の既存梁１ｂを上下から挟んで掴む機能を具備している。 In the dismantling method of the high-rise building 1 of the embodiment, the floor beam (existing beam) 1b immediately below the dismantling construction floor is used for supporting the weight of the building 2.
Here, the steel-frame building 2 has a planar shape that only covers an existing building.
Also, the four support beams 4, 5, 7, 8 and the connecting member 9 form a set of two upper and lower ones, and the first and second support beams 4 and 5 above the upper support beam are located directly below the floor during dismantling. In order to support the weight of the building 2, the existing beam 1b is grasped and fixed.
That is, the first and second support beams 4 and 5 have a function of gripping the existing beam 1b on the floor immediately below the dismantling floor from above and below.

その下方のもう１セットの第３及び第４の支持梁７・８は、解体施工階の直下階のさらに直下階の既存梁１ｂを上下から挟んで掴む機能を具備している。
さらに、第３及び第４の支持梁７・８は、既存梁１ｂを掴み固定した直下階（解体施工階より２階分下の階）で先行して鉄筋コンクリート製部材（ＲＣ部）であるバルコニー（または外部廊下）１ａを解体するための作業床１０を支持する機能と、建屋２が下降する際に一時的に建屋重量を承けるための機能を具備している。 Another set of the third and fourth support beams 7 and 8 below has a function of sandwiching the existing beam 1b on the floor immediately below the floor immediately below the dismantling floor from above and below.
Furthermore, the third and fourth support beams 7 and 8 are balconies that are reinforced concrete members (RC section) preceding the floor immediately below the existing beam 1b (two floors below the dismantling floor). (Or external corridor) It has the function to support the work floor 10 for dismantling 1a and the function to receive the building weight temporarily when the building 2 descends.

そして、第３及び第４の支持梁７・８には、建屋２の重量を支持する階のさらに直下階の既存梁１ｂ周辺のバルコニー（または外部廊下）１ａを先行して解体するための作業床１０を設置される。
また、第１及び第２の支持梁４・５の既存梁１ｂを上下から挟んで掴んだ先端部と、第３及び第４の支持梁７・８の既存梁１ｂを上下から挟んで掴んだ先端部は、その既存梁１ｂを掴んだ状態にＰＣ鋼棒１１でそれぞれ固定される。 The third and fourth support beams 7 and 8 work for dismantling the balcony (or external corridor) 1a around the existing beam 1b on the floor immediately below the floor supporting the weight of the building 2 in advance. Floor 10 is installed.
Also, the first and second support beams 4 and 5 are clamped by sandwiching the existing beam 1b from above and below, and the third and fourth support beams 7 and 8 by sandwiching the existing beam 1b from above and below. The distal end portion is fixed by the PC steel bar 11 in a state where the existing beam 1b is gripped.

以上において、４本全ての支持梁４・５・７・８には、支柱３を中心軸として水平方向に回転できる回転機構と、支柱３に対する昇降機能及び固定機能が具備されている。その駆動源は油圧やモータ、あるいは手動でもよい。
さらに、支持梁４・５・７・８には、回転する際に既存の外壁、柱にぶつからない程度の伸縮機構が具備されていてもよい。その駆動源は油圧やモータでよい。
なお、第１及び第２の支持梁４・５は、その一体の筒状部材６に回転機能、昇降機能、固定機能、及び伸縮機構が内蔵されている。 In the above, all the four support beams 4, 5, 7, and 8 are provided with a rotation mechanism that can rotate in the horizontal direction with the support column 3 as the central axis, and an elevating function and a fixing function for the support column 3. The drive source may be hydraulic, motor, or manual.
Further, the support beams 4, 5, 7, and 8 may be provided with an expansion / contraction mechanism that does not hit an existing outer wall or column when rotating. The drive source may be a hydraulic pressure or a motor.
Note that the first and second support beams 4 and 5 have a built-in cylindrical member 6 in which a rotation function, an elevating function, a fixing function, and a telescopic mechanism are incorporated.

なお、建屋２の支柱３の下端には、滑り止めを兼ねるストッパ鋼板３ａが備えられている。
また、支柱３の中間部には、筒状部材６の上限位置を規制する鋼板よるフランジ３ｂが備えられている。 A stopper steel plate 3 a that also serves as a slip stopper is provided at the lower end of the column 3 of the building 2.
In addition, a flange 3b made of a steel plate that regulates the upper limit position of the cylindrical member 6 is provided in the middle portion of the column 3.

ここで、作業床１０は、鉄骨製の支持梁７・８に平板状の所定の強度を有する材料でできた構造であればなんでもよく、例えば鋼板などが使える。
さらに、作業床１０には、支持梁７・８上から作業中にずれて落下しないようにする落下防止機構が設けられている。 Here, the work floor 10 may be any structure as long as it is made of a material having a predetermined flat strength on the steel support beams 7 and 8, and for example, a steel plate can be used.
Furthermore, the work floor 10 is provided with a fall prevention mechanism that prevents the work floor 10 and 8 from slipping and falling during work.

次に、解体手順を説明する。 Next, the disassembly procedure will be described.

図１（ａ）は第１工程を示し、解体施工階（ｎ+１）の躯体解体開始時であって、その直下階（ｎ）は既存梁１ｂの固定解除となる。
すなわち、図示のように、解体施工階（ｎ+１）の直下の既存梁１ｂを、第１及び第２の支持梁４・５の先端部が上下に挟んで掴んだ状態にしてＰＣ鋼棒１１で固定状態に保持している。
そして、解体施工階（ｎ+１）の床上の図示しないブレーカ等の重機と解体工具を用いて所定の解体作業が行われる。 FIG. 1A shows the first step, at the start of the demolition construction floor (n + 1), and the floor (n) immediately below it is the fixed release of the existing beam 1b.
That is, as shown in the drawing, the existing steel beam 1b immediately below the demolishing floor (n + 1) is held in a state where the tip portions of the first and second support beams 4 and 5 are sandwiched up and down to hold the PC steel bar. 11 is held in a fixed state.
Then, a predetermined dismantling operation is performed using a heavy machine such as a breaker (not shown) on the floor of the dismantling construction floor (n + 1) and a dismantling tool.

また、その直下階（ｎ）の既存梁１ｂは、第３及び第４の支持梁７・８の先端部が上下に挟んで掴んだ状態にして図示されているが、ＰＣ鋼棒１１が抜かれて固定解除状態となっている。
なお、既存梁１ｂ側に沿って並ぶ第３の支持梁７の上には、予め作業床１０を構成するための鉄板等の床板材を重ねて載せておく。 In addition, the existing beam 1b on the floor (n) immediately below is shown in a state where the tip portions of the third and fourth support beams 7 and 8 are sandwiched up and down, but the PC steel rod 11 is removed. Is in the unlocked state.
In addition, on the third support beam 7 arranged along the existing beam 1b side, a floor plate material such as an iron plate for constituting the work floor 10 is previously stacked.

ここで、図５は既存梁１ｂを掴む機構部分を一部破断して示すもので、１は高層建物、１ｂは既存梁、３は建屋の支柱、７は第３の支持梁、８は第４の支持梁、１１はＰＣ鋼棒であって、１２はナット、１３は梁固定補助具である。 Here, FIG. 5 shows a part of the mechanism for gripping the existing beam 1b, with 1 being a high-rise building, 1b being an existing beam, 3 being a building column, 7 being a third support beam, and 8 being a first beam. 4 is a support beam, 11 is a PC steel bar, 12 is a nut, and 13 is a beam fixing aid.

図示例では、Ｈ形鋼による第３及び第４の支持梁７・８の基端部で、建屋２の支柱３に取り付けられるボックス状部７ａ・８ａの各々に、回転機構、昇降機能、固定機能、及び伸縮機構がそれぞれ内蔵されている。
そして、第３及び第４の支持梁７・８の先端部７ｂ・８ｂの各々は、多数の補強板７ｃ・８ｃでそれぞれ補強されている。 In the illustrated example, a rotation mechanism, an elevating function, and a fixing are provided on each of the box-like portions 7a and 8a attached to the column 3 of the building 2 at the base ends of the third and fourth support beams 7 and 8 made of H-shaped steel. Each function and expansion / contraction mechanism is built in.
And each of the front-end | tip parts 7b * 8b of the 3rd and 4th support beams 7 * 8 is reinforced with many reinforcement plates 7c * 8c, respectively.

以上の第３及び第４の支持梁７・８の補強板７ｃ・８ｃで各々補強された先端部７ｂ・８ｂで、既存梁１ｂを上下に挟んで掴んだ状態にして、その部分に複数本のＰＣ鋼棒１１を通して、その上下端のネジ部にナット１２をそれぞれ締め込んで固定する。
このとき、既存梁１ｂの前後の支持梁７・８先端部間に梁固定補助具１３を各々介在させて、その梁固定補助具１３に４本のＰＣ鋼棒１１を各々貫通させて、その上下端のネジ部にナット１２をそれぞれ締め込んで固定する。 With the tip portions 7b and 8b reinforced by the reinforcing plates 7c and 8c of the third and fourth support beams 7 and 8 as described above, the existing beam 1b is sandwiched in the vertical direction, and a plurality of pieces are provided in that portion. The nuts 12 are tightened and fixed to the upper and lower threaded portions of the PC steel rod 11.
At this time, the beam fixing auxiliary tools 13 are respectively interposed between the front and rear support beams 7 and 8 of the existing beam 1b, and the four PC steel rods 11 are passed through the beam fixing auxiliary tools 13, respectively. The nuts 12 are fastened and fixed to the upper and lower threaded portions.

こうして、既存梁１ｂを上下に挟んで掴んだ状態において、その第３及び第４の支持梁７・８の先端部７ｂ・８ｂと基端部（ボックス状部７ａ・８ａ）との中間部の上下間を、図６にも示すように、Ｉ形鋼による連結部材９をボルトナットで結合して一体化する。
なお、連結部材９は、Ｉ形鋼の他、Ｈ形鋼などの鋼材であってもよい。
また、支持梁７・８と連結部材９は、他の結合具を用いて結合してもよい。 Thus, in the state where the existing beam 1b is sandwiched between the upper and lower sides, the intermediate portion between the distal end portions 7b and 8b and the base end portions (box-like portions 7a and 8a) of the third and fourth support beams 7 and 8 is obtained. As shown in FIG. 6, the connecting member 9 made of I-shaped steel is joined and integrated with bolts and nuts between the upper and lower sides.
Note that the connecting member 9 may be a steel material such as an H-shaped steel in addition to the I-shaped steel.
Further, the support beams 7 and 8 and the connecting member 9 may be coupled using another coupling tool.

また、図７及び図８は梁固定補助具１３の構造例を示すもので、図示のように、梁固定補助具１３は、Ｈ形鋼をそのウェブ中央の補強板１３ａと上下の補強板１３ｂで補強されている。
このような剛性の高い梁固定補助具１３を用い、その上下の補強板１３ｂと支持梁７・８との各々の隙間は、図示しない薄い鉄板などを敷き詰めて埋める。 7 and 8 show an example of the structure of the beam fixing auxiliary tool 13. As shown in the figure, the beam fixing auxiliary tool 13 is made of H-shaped steel made of a reinforcing plate 13a at the center of the web and upper and lower reinforcing plates 13b. It is reinforced with.
Using such a high-rigidity beam fixing aid 13, the gaps between the upper and lower reinforcing plates 13b and the support beams 7 and 8 are filled with a thin iron plate or the like not shown.

なお、第１及び第２の支持梁４・５による既存梁１ｂの固定も同様になされる。 The existing beam 1b is fixed in the same manner by the first and second support beams 4 and 5.

次に、図１（ｂ）は第２工程を示し、解体施工階（ｎ+１）の躯体解体状態であって、その直下階（ｎ）の下部の支持梁８が降下する。
すなわち、図示のように、解体施工階（ｎ+１）の直下階（ｎ）の第４の支持梁８を支柱３の周りに９０度回転させてから、その第４の支持梁８を支柱３に沿って下端のストッパ鋼板３ａまで降下させる。 Next, FIG.1 (b) shows the 2nd process, and is the housing demolition state of a demolishing construction floor (n + 1), Comprising: The support beam 8 of the lower part of the direct lower floor (n) falls.
That is, as shown in the figure, the fourth support beam 8 on the floor (n) immediately below the dismantling construction floor (n + 1) is rotated 90 degrees around the column 3 and then the fourth support beam 8 is moved to the column. 3 is lowered to the stopper steel plate 3a at the lower end.

次に、図２（ａ）は第３工程を示し、解体施工階（ｎ+１）の躯体解体終了時であって、その２階分下の階（ｎ−１）のバルコニー（または外部廊下）１ａを解体する。
すなわち、図示のように、支柱３下端のストッパ鋼板３ａ上に位置する第４の支持梁８を再び９０度回転させて、その第４の支持梁８の先端部をバルコニー（または外部廊下）１ａが突出する側の既存梁１ｂの下面に位置させる。 Next, FIG. 2 (a) shows the third step, at the end of the demolition floor (n + 1), and the balcony (or external corridor) of the second floor (n-1) below. ) Disassemble 1a.
That is, as shown in the figure, the fourth support beam 8 positioned on the stopper steel plate 3a at the lower end of the support column 3 is rotated 90 degrees again, and the tip of the fourth support beam 8 is moved to the balcony (or external corridor) 1a. Is located on the lower surface of the existing beam 1b on the protruding side.

こうして、既存梁１ｂの下面に先端部が位置してバルコニー（または外部廊下）１ａの下方に並んだ第４の支持梁８の上に、第３の支持梁７の上に予め重ねて載せておいた床板材を作業員が敷くことで、作業床１０を形成する。
その後、作業床１０の上で作業員がバルコニー（または外部廊下）１ａを図示しない解体工具を用いて解体する。 In this way, the tip is positioned on the lower surface of the existing beam 1b and placed on the third support beam 7 in advance on the fourth support beam 8 arranged below the balcony (or external corridor) 1a. The work floor 10 is formed by an operator laying the placed floor board material.
Thereafter, the worker disassembles the balcony (or external corridor) 1a on the work floor 10 using a disassembly tool (not shown).

次に、図２（ｂ）は第４工程を示し、解体施工階（ｎ+１）の既存梁１ｂの固定解除時であって、その２階分下の階（ｎ−１）の既存梁１ｂが固定状態となる。
すなわち、バルコニー（または外部廊下）１ａの解体後、解体施工階（ｎ+１）の直下階（ｎ）の第３の支持梁７を支柱３の周りに９０度回転させてから、その第３の支持梁７を支柱３に沿って降下させ、再び９０度回転させて、図示のように、その第３の支持梁７の先端部を既存梁１ｂの上面に位置させる。 Next, FIG.2 (b) shows the 4th process, and is the time of cancellation | release of fixation of the existing beam 1b of a demolition construction floor (n + 1), Comprising: The existing beam of the floor (n-1) below that two floors 1b is in a fixed state.
That is, after the balcony (or external corridor) 1a is disassembled, the third support beam 7 on the floor (n) immediately below the dismantling construction floor (n + 1) is rotated 90 degrees around the column 3 and then the third The supporting beam 7 is lowered along the column 3 and rotated again by 90 degrees so that the tip of the third supporting beam 7 is positioned on the upper surface of the existing beam 1b as shown in the figure.

こうして、第３及び第４の支持梁７・８の先端部が、解体施工階（ｎ+１）の２階分下の階（ｎ−１）の既存梁１ｂを上下に挟んで掴んだ状態にしてＰＣ鋼棒１１で固定状態に保持する。
そして、第４の支持梁８上の作業床１０の床板材を、作業員が第３の支持梁７上に再び重ねて載せておく。
また、解体施工階（ｎ+１）の既存梁１ｂを上下に挟んで掴んだ状態の第１及び第２の支持梁４・５の先端部からはＰＣ鋼棒１１を抜いて固定解除状態にする。 Thus, the tip portions of the third and fourth support beams 7 and 8 are gripped by sandwiching the existing beam 1b on the second floor (n-1) of the demolishing floor (n + 1) up and down. And held in a fixed state by the PC steel rod 11.
Then, the floor board material of the work floor 10 on the fourth support beam 8 is placed again on the third support beam 7 by the worker.
In addition, the PC steel rod 11 is pulled out from the distal ends of the first and second support beams 4 and 5 in a state where the existing beam 1b on the dismantling construction floor (n + 1) is sandwiched up and down to be in an unlocked state. To do.

次に、図３（ａ）は第５工程を示し、解体施工階（ｎ+１）の支持梁４・５が降下する。
すなわち、第１及び第２の支持梁４・５を筒状部材６ごと支柱３の周りに９０度回転させてから、その第１及び第２の支持梁４・５を筒状部材６ごと、図示のように、支柱３に沿って降下させる。 Next, FIG. 3A shows the fifth step, and the support beams 4 and 5 on the dismantling construction floor (n + 1) are lowered.
That is, after the first and second support beams 4 and 5 are rotated 90 degrees around the support column 3 together with the cylindrical member 6, the first and second support beams 4 and 5 are rotated together with the cylindrical member 6, As illustrated, it is lowered along the column 3.

次に、図３（ｂ）は第６工程を示し、解体施工階の直下階（ｎ）の既存梁１ｂが固定される。
すなわち、第１及び第２の支持梁４・５を筒状部材６ごと支柱３の周りに再び９０度回転させて、図示のように、その第１及び第２の支持梁４・５の先端部を既存梁１ｂの上下面に同時に位置させる。
こうして、第１及び第２の支持梁４・５の先端部が、解体施工階（ｎ+１）の直下階（ｎ）の既存梁１ｂを上下に挟んで掴んだ状態にしてＰＣ鋼棒１１で固定状態に保持する。 Next, FIG.3 (b) shows a 6th process and the existing beam 1b of the directly lower floor (n) of a demolition construction floor is fixed.
That is, the first and second support beams 4 and 5 are rotated by 90 degrees around the support column 3 together with the cylindrical member 6, and the ends of the first and second support beams 4 and 5 as shown in the figure. The part is simultaneously positioned on the upper and lower surfaces of the existing beam 1b.
Thus, the tip ends of the first and second support beams 4 and 5 are held in a state where the existing beam 1b on the floor (n) immediately below the dismantling construction floor (n + 1) is sandwiched up and down, and the PC steel bar 11 Hold it in a fixed state.

次に、図４（ａ）は第７工程を示し、解体施工階の直下階（ｎ）に建屋２が降下される。
すなわち、高層建物１に第１及び第２の支持梁４・５を介して固定状態の筒状部材６と、同じく高層建物１に第３及び第４の支持梁７・８を介して固定状態のボックス状部７ａ・８ａに対し支柱３を同時に降下させることで、図示のように、解体施工階の直下階（ｎ）に建屋２を降下させる。 Next, Fig.4 (a) shows the 7th process and the building 2 is lowered | hung to the floor (n) directly under a demolition construction floor.
That is, the cylindrical member 6 is fixed to the high-rise building 1 via the first and second support beams 4 and 5, and is fixed to the high-rise building 1 via the third and fourth support beams 7 and 8. As shown in the figure, the building 2 is lowered to the floor (n) immediately below the dismantling construction floor by simultaneously lowering the column 3 with respect to the box-shaped portions 7a and 8a.

次に、図４（ｂ）は第８工程を示し、次の解体施工階（ｎ）の躯体解体開始時であって、その直下階（ｎ−１）は既存梁１ｂの固定解除となる。
すなわち、次の解体施工階（ｎ）の床上の図示しないブレーカ等の重機と解体工具を用いて、図示のように、天井など所定の解体作業が開始される。
また、解体施工階（ｎ）の直下階（ｎ−１）の既存梁１ｂを上下に挟んで掴んだ状態の第３及び第４の支持梁７・８の先端部からはＰＣ鋼棒１１を抜いて固定解除状態にする。 Next, FIG.4 (b) shows the 8th process, and is the time of the start of the demolition construction of the next demolition construction floor (n), Comprising: The immediate lower floor (n-1) becomes the fixed release of the existing beam 1b.
That is, using a heavy machine such as a breaker (not shown) on the floor of the next dismantling construction floor (n) and a dismantling tool, a predetermined dismantling work such as a ceiling is started as shown.
In addition, the PC steel rod 11 is inserted from the tip of the third and fourth support beams 7 and 8 in the state where the existing beam 1b on the floor (n-1) immediately below the dismantling construction floor (n) is sandwiched up and down. Pull it out to fix it.

以下、同様の手順による解体作業を地上階まで繰り返す。 Thereafter, the dismantling operation according to the same procedure is repeated up to the ground floor.

以上のとおり、建屋２では、既存梁１ｂを掴んでいる。
これに対し、従来工法と同様に既存柱を掴む場合は、１本の柱を掴むための２本の鉄骨梁は同じ高にあり、柱を中心に回転する支点付近、及び鉄骨梁と建屋との接続部付近は非常に大きな曲げモーメントが作用することになる。
また、既存柱を掴むと、ＲＣ部解体時の作業床は既存梁１ｂより下部にあり、建屋重量を支持するときは既存梁１ｂより上側に再び移動する必要が生じ、１工程余分に費やす。 As described above, the building 2 holds the existing beam 1b.
On the other hand, when gripping an existing column as in the conventional method, the two steel beams for gripping one column are at the same height, near the fulcrum rotating around the column, and the steel beam and building A very large bending moment acts in the vicinity of the connecting portion.
In addition, when the existing pillar is grasped, the work floor at the time of RC part dismantling is located below the existing beam 1b, and when supporting the building weight, it is necessary to move again above the existing beam 1b, and one extra process is spent.

これに比べて、既存梁１ｂを掴めば、鉄骨梁１本と建屋２の支柱３との接合部は鉄骨梁１本が負担する力で設計すればよい。
また、支持梁４・５・７・８が上下に配置されると、その支持梁４・５・７・８で負担できる重量は飛躍的に増大する効果もある。 Compared to this, if the existing beam 1b is grasped, the joint portion between one steel beam and the column 3 of the building 2 may be designed with a force borne by one steel beam.
Further, when the support beams 4, 5, 7, and 8 are arranged above and below, the weight that can be borne by the support beams 4, 5, 7, and 8 has an effect of dramatically increasing.

次に、従来工法と同様に既存柱を掴む場合の断面係数と、実施形態のように既存梁１ｂを掴む場合の断面係数とを比較する。 Next, the section modulus in the case of gripping the existing column as in the conventional method is compared with the section modulus in the case of gripping the existing beam 1b as in the embodiment.

仮に、柱を左右２本の鉄骨梁で掴む場合、その鉄骨梁１本の幅をＢ、高さをＤ、とすれば、鉄骨梁１本の断面係数は、ＢＤ²／６、だから、鉄骨梁２本の断面係数は、
Ｚ＝２×（ＢＤ²／６）＝ＢＤ²／３
で表される。 Assuming that grip the pillars left and right two steel beam, if the width of the steel beam one B, and height D, the section modulus of one steel beam is, BD ^2/6, so, steel The section modulus of the two beams is
^{Z = 2 × (BD 2/} 6) = BD 2/3
It is represented by

また、建屋支柱の１本当たりの荷重をＷ、鉄骨梁の腕の長さをＬ、とすれば、鉄骨梁の柱に対する固定部回りの曲げモーメントは、
Ｍ＝Ｗ×Ｌ
で表される。 Also, if the load per building column is W and the length of the arm of the steel beam is L, the bending moment around the fixed part with respect to the column of the steel beam is
M = W × L
It is represented by

これに対し、既存梁を上下２本の鉄骨梁で掴み上下の鉄骨梁７・８を接続した場合、鉄骨梁１本の幅Ｂ、高さＤ、既存梁の高さＤ´、建屋支柱の１本当たりの荷重Ｗ、鉄骨梁の腕の長さＬ、鉄骨梁の既存梁に対する固定部回りの曲げモーメントＭ、とすると、部材に発生する応力は、
σ＝Ｍ／Ｚ
で表され、また、断面２次モーメントは、
Ｉ＝Ｂ（２Ｄ+Ｄ´）³／１２
で表される。 On the other hand, when the upper and lower steel beams 7 and 8 are connected by holding the existing beam with the upper and lower steel beams, the width B, height D of the steel beam, the height D 'of the existing beam, If the load W per one, the length L of the arm of the steel beam, and the bending moment M around the fixed portion of the steel beam with respect to the existing beam, the stress generated in the member is
σ = M / Z
And the moment of inertia of the cross section is
I = B (2D + D') 3/12
It is represented by

ここで、簡略化のため、Ｄ＝Ｄ´、とすれば、
Ｉ＝Ｂ（３Ｄ）³／１２
となる。
これにより、鉄骨梁２本の断面係数は、
Ｚ＝Ｉ／（３Ｄ／２）＝｛Ｂ（３Ｄ）³／１２｝×（２／３Ｄ）＝３ＢＤ²／２
で表される。
従って、既存梁を上下２本の鉄骨梁で掴む場合の断面係数は、柱を左右２本の鉄骨梁で掴む場合の断面係数の４．５倍となる。 Here, for simplification, if D = D ′,
^{I = B (3D) 3/} 12
It becomes.
As a result, the section modulus of the two steel beams is
Z = I / (3D / 2 ) = {B (3D) 3/12} × (2 / 3D) = 3BD 2/2
It is represented by
Therefore, the section modulus when the existing beam is gripped by the two upper and lower steel beams is 4.5 times the section modulus when the column is gripped by the two left and right steel beams.

以上、実施形態の高層建物解体装置によれば、高層建物１を最上階から建屋２で覆って解体する際、解体施工階より下階の既存梁１ｂを掴んで建屋２を固定し、すなわち、建屋２の支柱３に備えられる支持梁４・５・７・８により、解体施工階より下階の既存梁１ｂを掴んで建屋２を固定し、具体的には、支持梁４・５・７・８により、解体施工階の直下階の既存梁１ｂを掴むとともに、その直下階より下階の既存梁１ｂを掴んで建屋２を固定した状態において、解体施工階を解体する。
従って、建物外面にバルコニー（または外部廊下）１ａなどの張り出し物、もしくは柱際に袖壁、腰壁、垂れ壁などがある場合でも、解体施工階の直下階の既存梁１ｂを利用して、解体施工階を覆う建屋２を降下させることができる。 As described above, according to the high-rise building dismantling apparatus of the embodiment, when the high-rise building 1 is covered with the building 2 from the top floor and disassembled, the building 2 is fixed by grasping the existing beam 1b on the lower floor from the dismantling construction floor, The support beams 4, 5, 7, and 8 provided on the column 3 of the building 2 hold the existing beam 1 b below the dismantling construction floor to fix the building 2. Specifically, the support beams 4, 5, and 7 are fixed. In step 8, the existing beam 1b on the floor immediately below the demolishing floor is grasped, and the existing beam 1b on the lower floor is grabbed from the floor immediately below, and the building 2 is fixed, and the demolishing floor is demolished.
Therefore, even if there are overhangs such as a balcony (or external corridor) 1a on the outside of the building, or there are sleeve walls, waist walls, hanging walls, etc. on the pillar side, the existing beam 1b on the floor immediately below the demolition floor is used. The building 2 covering the dismantling construction floor can be lowered.

さらに、実施形態の梁結合装置によれば、建屋２の支柱３に備えられる第１から第４の支持梁４・５・７・８で既存梁１ｂを掴むことにより、建屋２を既存梁１ｂに結合することができる。 Furthermore, according to the beam coupling device of the embodiment, the existing beam 1b is grasped by the first to fourth support beams 4, 5, 7, and 8 provided in the column 3 of the building 2, so that the building 2 is attached to the existing beam 1b. Can be combined.

（変形例）
以上の実施形態においては、高層建物の解体としたが、本発明はこれに限定されるものではなく、超高層建物やビル隣接地域の建物であってもよい。
また、支持梁の形状等も任意であり、その他、具体的な細部構造等についても適宜に変更可能であることは勿論である。 (Modification)
In the above embodiment, the high-rise building was dismantled, but the present invention is not limited to this, and may be a super high-rise building or a building adjacent to the building.
Further, the shape of the support beam and the like are arbitrary, and it is needless to say that other specific detailed structures and the like can be appropriately changed.

（他の変形例）
以上の実施形態では、建物解体に用いる建屋の結合としたが、本発明はこれに限定されるものではなく、他の増設物の結合であってもよい。 (Other variations)
In the above-mentioned embodiment, although it was set as the coupling | bonding of the building used for a building demolition, this invention is not limited to this, The coupling | bonding of another extension thing may be sufficient.

１高層建物
１ａバルコニー（または外部廊下）
１ｂ既存梁
２建屋
３支柱
３ａストッパ鋼板
３ｂフランジ
４梁固定具
５梁固定具
６筒状部材
７梁固定具
７ａ基端部（ボックス状部）
７ｂ先端部
７ｃ補強板
８梁固定具
８ａ基端部（ボックス状部）
８ｂ先端部
８ｃ補強板
９連結部材
１０作業床
１１ＰＣ鋼棒
１２ナット
１３梁固定補助具
１３ａ補強板
１３ｂ補強板 1 High-rise building 1a Balcony (or external corridor)
1b Existing beam 2 Building 3 Post 3a Stopper steel plate 3b Flange 4 Beam fixture 5 Beam fixture 6 Cylindrical member 7 Beam fixture 7a Base end (box-like portion)
7b Tip 7c Reinforcement plate 8 Beam fixture 8a Base end (box-shaped part)
8b Tip 8c Reinforcement plate 9 Connecting member 10 Work floor 11 PC steel rod 12 Nut 13 Beam fixing auxiliary tool 13a Reinforcement plate 13b Reinforcement plate

Claims

A method of joining an extension to a building beam,
A building joining method, wherein the beam is gripped to join the extension in a fixed state.

The method of connecting buildings according to claim 1, wherein the additional object is fixed by grasping the beam by a beam fixing tool provided on a support column of the additional object.

3. The method of connecting buildings according to claim 2, wherein the beam is clamped by the beam fixing tool, and the extension is fixed by holding a beam below the beam.

The method of connecting buildings according to claim 2 or 3, wherein the beam is sandwiched and held by the two upper and lower beam fixtures.

An extension coupling device for building beams,
A building coupling apparatus comprising a beam fixing tool that can be fixed by grasping the beam on a pillar of the extension.

The building coupling apparatus according to claim 5, further comprising a beam fixing tool that can hold and fix a beam below the beam that is gripped by the beam fixing tool.

The building coupling device according to claim 5 or 6, comprising one set of the beam fixtures in the upper and lower sides that hold the beam sandwiched up and down.

The said beam fixing tool is connected with respect to the said support | pillar so that rotation and raising / lowering are possible, The coupling | bonding apparatus of the building as described in any one of Claim 5 to 7 characterized by the above-mentioned.