JP2017503942A - Three-dimensional lightweight steel frame formed by bidirectional continuous double beams - Google Patents

Three-dimensional lightweight steel frame formed by bidirectional continuous double beams Download PDF

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JP2017503942A
JP2017503942A JP2016548224A JP2016548224A JP2017503942A JP 2017503942 A JP2017503942 A JP 2017503942A JP 2016548224 A JP2016548224 A JP 2016548224A JP 2016548224 A JP2016548224 A JP 2016548224A JP 2017503942 A JP2017503942 A JP 2017503942A
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column
steel
steel member
shaped steel
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JP6368787B2 (en
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▲謝▼英俊
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    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
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Abstract

三次元軽量鋼骨組は梁と、桁及び／又はストリンガーと、柱と、壁体と、床スラブ及び／又は屋根と、耐水平力ロッド及び／又は張力ブレースとを含む。前記梁は、前記柱の両側に取り付けられた同一の又は異なる２つの連続単一梁を含む連続二重梁であり、前記連続単一梁と前記柱とは、前記連続単一梁と前記柱との十字接合部において連続し断絶されていない。本発明には構造がシンプルで製造コストが低いという利点がある。The three-dimensional lightweight steel frame includes beams, girders and / or stringers, columns, walls, floor slabs and / or roofs, horizontal force rods and / or tension braces. The beam is a continuous double beam including two same or different continuous single beams attached to both sides of the column, and the continuous single beam and the column are the continuous single beam and the column. It is not continuously cut off at the cross-joint. The present invention has the advantages of simple structure and low manufacturing cost.

Description

本願は、２０１４年１月２４日に出願された中国特許出願第２０１４１００３５７６６．３号の便益を主張する。係る出願は、参照により本願に全体的に組み込まれる。   This application claims the benefit of Chinese Patent Application No. 201410035766.3 filed on January 24, 2014. Such application is incorporated herein by reference in its entirety.

本発明は軽量鋼骨組（lightweight steel framework）に関し、より具体的には三次元軽量鋼骨組に関する。   The present invention relates to a lightweight steel framework, and more specifically to a three-dimensional lightweight steel framework.

軽量鋼骨組を用いた軽量鋼構造体（lightweight steel structure）が急速に開発され、工業建築物において幅広く用いられている。軽量鋼構造体は製造コストが高いにも関わらず、軽量鋼構造体には建設期間が短く、エネルギー消費が少なく、炭素排出量が少ないという利点があるため、従来のコンクリート構造体よりも市場で優位性がある。従って、軽量鋼構造体は底層の住居用建物において増々普及してきている。   Lightweight steel structures using lightweight steel frames have been rapidly developed and are widely used in industrial buildings. Despite the high manufacturing costs of lightweight steel structures, lightweight steel structures have the advantages of a short construction period, low energy consumption, and low carbon emissions. There is an advantage. Accordingly, lightweight steel structures are becoming increasingly popular in bottom-layer residential buildings.

しかしながら、改善すべき欠点が依然として存在する。例えば、軽量鋼構造体の構造梁及び構造柱は、突き合わせ接合で互いが連結されているのが一般的である（例えば、固定又はヒンジ連結で）。そのような連結は軽量鋼構造体の組み立てプロセスを複雑化させ、組み立ての間に深刻な累積誤差がもたらされる。   However, there are still drawbacks to be improved. For example, structural beams and structural columns of lightweight steel structures are typically connected to each other by butt joints (eg, fixed or hinged). Such a connection complicates the assembly process of the lightweight steel structure, resulting in serious cumulative errors during assembly.

２００９年８月２０日出願の特許文献１は、床スラブ、屋根、強化軽量合成床スラブ及び耐水平力ロッド（lateral-force-resistant rod）なしで軽量鋼構造物を提供する。従って、この軽量鋼構造体の全体的な構造強度は不十分である。さらに、この軽量鋼構造体の連続二重梁（continuous double beam）の断面は様々な状況に応じて変更することができないため、柔軟性を欠くとともに材料を無駄にする。また、連続二重梁は十字接合によって互いが連結されている。そのような連結によって、スペースが過剰に取られるとともに荷重分布が不均一になる。さらに、そのような連結方法では長い連続二重梁を連結するのが困難である。   U.S. Pat. No. 6,089,009, filed Aug. 20, 2009, provides a lightweight steel structure without floor slabs, roofs, reinforced lightweight synthetic floor slabs and lateral-force-resistant rods. Therefore, the overall structural strength of this lightweight steel structure is insufficient. In addition, the cross section of the continuous double beam of this lightweight steel structure cannot be changed according to various situations, so it lacks flexibility and wastes material. In addition, the continuous double beams are connected to each other by a cross joint. Such a connection results in excessive space and a non-uniform load distribution. Furthermore, it is difficult to connect long continuous double beams with such a connection method.

柱又はブレースは、通常アンカーボルトに固定される。アンカーボルトは現場で設置及び組み込まれるため、組み立てプロセスが複雑になる。２００９年６月３０出願の特許文献２は、前述した欠点を解消するために、一体ポジショニング鉄骨フレーム（integral positioning steel frame）を提供する。しかしながら、アンカーボルトを固定するための留め具は一体ポジショニング鉄骨フレームの底部の一点にしか固定されないため、留め具を直ぐに維持することができず、また簡単に緩んでしまう。さらに、アンカーボルトの固定及び軽量鋼骨組の組み立ての前のコンクリートの硬化に多くの時間がかかるため、建設期間が長引いてしまう。   Columns or braces are usually fixed to anchor bolts. Anchor bolts are installed and installed in the field, complicating the assembly process. Patent Document 2 filed on June 30, 2009 provides an integral positioning steel frame in order to overcome the aforementioned drawbacks. However, since the fastener for fixing the anchor bolt is fixed to only one point at the bottom of the integral positioning steel frame, the fastener cannot be maintained immediately and easily loosens. Furthermore, it takes a lot of time to harden the concrete before fixing the anchor bolts and assembling the lightweight steel frame, so the construction period is prolonged.

中空構造部（hollow structural section（ＨＳＳ））は、一般に閉じた正方形の鋼管（enclosed square-shape steel tube）によって又は互いに溶接された２つのＣ字状のスチール部材によって形成される。実際の用途で、閉じた正方形の鋼管の連結孔は穿孔ではなくドリルで孔を開けることによって又はガス切断によって形成されるため、製造コストが高くなる。さらに、閉じた正方形の鋼管を連結するのに高強度の留め具を用いることができないため、連結強度が低下する。さらに、錆を防止するためには、閉じた正方形の鋼管に機械加工を行った後で亜鉛メッキ加工を施す必要があるため、これによっても製造コストが増加する。亜鉛メッキを施した２つのＣ字状のスチール部材を互いに溶接する場合、亜鉛メッキコーティングが損傷する場合がある。２０１０年６月３０日出願の特許文献３は上述した欠点を解消する。しかしながら、コンクリート／セメントモルタルが充填された正方形の鋼管の圧縮強度は、正方形の鋼管の細長比によって算出される耐荷性能（bearing capability）よりも大幅に大きくなる。即ち、コンクリート／セメントモルタルには何ら機能を果たさない。さらに、コンクリート／セメントモルタルを有する正方形の鋼管は輸送時に密に配置できないため、輸送量が過剰となり輸送コストが高くなる。   The hollow structural section (HSS) is generally formed by an enclosed square-shape steel tube or by two C-shaped steel members welded together. In practical applications, the connection holes of closed square steel pipes are formed by drilling instead of drilling or by gas cutting, which increases the production costs. Furthermore, since a high intensity | strength fastener cannot be used for connecting the closed square steel pipe, connection strength falls. Furthermore, in order to prevent rust, it is necessary to perform galvanization after machining a closed square steel pipe, which also increases the manufacturing cost. If two C-shaped steel members that have been galvanized are welded together, the galvanized coating may be damaged. Patent Document 3 filed on June 30, 2010 eliminates the above-mentioned drawbacks. However, the compressive strength of a square steel pipe filled with concrete / cement mortar is significantly greater than the bearing capability calculated by the slenderness ratio of the square steel pipe. That is, it has no function on concrete / cement mortar. Furthermore, since square steel pipes having concrete / cement mortar cannot be densely arranged at the time of transportation, the transportation amount becomes excessive and the transportation cost becomes high.

２０１３年２月４日出願の特許文献４では、床スラブの重さを低減するとともに床スラブの耐水性能及び耐火性能を向上させるために、床スラブの厚さを小さくして床スラブの重さを低減する。しかしながら、床スラブの耐水平力が同時に低下するため、床スラブが横力を伝達する能力が低下する。   In Patent Document 4 filed on Feb. 4, 2013, the floor slab thickness is reduced by reducing the thickness of the floor slab in order to reduce the weight of the floor slab and improve the water resistance and fire resistance of the floor slab. Reduce. However, since the horizontal strength of the floor slab decreases at the same time, the ability of the floor slab to transmit the lateral force decreases.

２００９年４月１４日出願の特許文献５及び２０１３年１２月１０日出願の特許文献６では、リブ付拡張メッシュ（expanded ribbed mesh）がウェブとしっかり係合することができないため、ストレススキン効果が低下する。   In Patent Document 5 filed on Apr. 14, 2009 and Patent Document 6 filed on Dec. 10, 2013, an expanded ribbed mesh cannot be firmly engaged with the web. descend.

２０１１年１月２０日出願の特許文献７では、位置決め／支持部材はスチールメッシュ及び壁体をしっかりと配置させることができないため、位置決め／支持部材の長手方向に沿ってペイント層が容易にひび割れを起こす。   In Patent Document 7 filed on January 20, 2011, the positioning / supporting member cannot firmly arrange the steel mesh and the wall body, so that the paint layer easily cracks along the longitudinal direction of the positioning / supporting member. Wake up.

中国特許出願第２００９２０１７１１２８．９号明細書Chinese Patent Application No. 20001001718.9 中国特許出願第２００９２０１５８９８９．３号明細書Chinese Patent Application No. 2000009208989.3 Specification 中国特許出願第２０１０１０２１６６１６．４号明細書Chinese Patent Application No. 201010216616.4 中国特許出願第２０１３１００４４９８６．８号明細書Chinese Patent Application No. 201310044986.8 中国特許出願第２００９２０１４７８１５．７号明細書Chinese Patent Application No. 200920147815.7 中国特許出願第２０１３１０６６４７９２．８号明細書Chinese Patent Application No. 201310664792.8 中国特許出願第２０１１１００２３２９１．２号明細書Chinese patent application 2011010023291.2

従って、上述した欠陥を解消する三次元軽量鋼骨組を設計する必要がある。   Therefore, it is necessary to design a three-dimensional lightweight steel frame that eliminates the above-described defects.

本発明の主たる目的は、構造強度が向上した三次元軽量鋼骨組を提供することである。そのため、三次元軽量鋼骨組に煉瓦、コンクリート又は土等の重い材料を適応させることができる。   The main object of the present invention is to provide a three-dimensional lightweight steel frame with improved structural strength. Therefore, a heavy material such as brick, concrete or soil can be applied to the three-dimensional lightweight steel frame.

本発明の別の目的は、安全基準及び環境基準を満たすとともに現場での作業を容易にする構造がシンプルな三次元軽量鋼骨組を提供することである。   Another object of the present invention is to provide a three-dimensional lightweight steel frame that satisfies safety and environmental standards and has a simple structure that facilitates on-site work.

本願発明によれば、三次元軽量鋼骨組は、梁と、桁及び／又はストリンガーと、柱と、壁体と、床スラブ及び／又は屋根と、耐水平力ロッド及び／又は張力ブレースとを含む。前記梁は、前記柱の両側に取り付けられた同一の又は異なる２つの連続単一梁を含む連続二重梁である。前記連続単一梁と前記柱とは、前記連続単一梁と前記柱との十字接合部において連続し断絶していない。その結果、梁を連結する間の累積誤差が小さくなり、柱及び梁の連結プロセスが簡略化される。   According to the invention, the three-dimensional lightweight steel frame includes beams, girders and / or stringers, columns, walls, floor slabs and / or roofs, horizontal force rods and / or tension braces. . The beam is a continuous double beam comprising two identical single or different continuous single beams mounted on both sides of the column. The continuous single beam and the column are not continuously disconnected at the cross-joint portion between the continuous single beam and the column. As a result, the accumulated error during connecting the beams is reduced and the process of connecting the columns and beams is simplified.

本発明の一実施形態によれば、前記柱は構造主柱、小型柱、前記壁体内の補強柱、ブレース及び垂直柱及び／又はトラス梁ブレースを含む。前記梁は、水平梁、傾斜梁、上弦梁及び／又は下弦梁及び／又は地つなぎ梁を含む。前記連続単一梁は、Ｌ字状スチール部材、Ｕ字状スチール部材、Ｃ字状スチール部材、Ｚ字状スチール部材、プレート状スチール部材及びスライストラスのうちの少なくとも１つによって形成されている。前記桁又はストリンガーは、Ｕ字状スチール部材、Ｃ字状スチール部材、Ｚ字状スチール部材及びスライストラスのうちの少なくとも１つによって形成されている。該スライストラスは上弦、下弦及びせん断抵抗ブレースを含む。該上弦又は該下弦はＬ字状スチール部材によって形成され、該せん断抵抗ブレースはＬ字状スチール部材、プレート状スチール部材又は円形スチール部材によって形成される。前記柱は、Ｃ字状スチール部材、開放四角形状スチール部材、屈曲四角形状スチール部材及び四角形状スチール部材のうちの少なくとも１つによって形成される。前記開放四角形状スチール部材にはコンクリート及び／又はセメントモルタルが充填されている。前記屈曲四角形状スチール部材は鋼板を冷間圧延することによって形成される。該鋼板の２つの端部は曲げられて９０度の２つの屈曲端が形成されおり、該２つの屈曲端は、間隔を置いて配置されたリベットによって互いに係合しており、前記連続単一梁は、前記柱に形成された柱連結孔及び前記連続単一梁のウェブに形成された梁連結孔を貫通するボルトによって前記柱に連結されている。   According to an embodiment of the present invention, the columns include structural main columns, small columns, reinforcing columns in the wall, braces and vertical columns and / or truss beam braces. The beam includes a horizontal beam, an inclined beam, an upper chord beam and / or a lower chord beam and / or a ground beam. The continuous single beam is formed by at least one of an L-shaped steel member, a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, a plate-shaped steel member, and a slice truss. The girder or stringer is formed by at least one of a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, and a slice truss. The slice truss includes an upper chord, a lower chord and a shear resistance brace. The upper chord or the lower chord is formed by an L-shaped steel member, and the shear resistance brace is formed by an L-shaped steel member, a plate-shaped steel member, or a circular steel member. The pillar is formed by at least one of a C-shaped steel member, an open rectangular steel member, a bent rectangular steel member, and a rectangular steel member. The open rectangular steel member is filled with concrete and / or cement mortar. The bent rectangular steel member is formed by cold rolling a steel plate. The two ends of the steel plate are bent to form two bent ends of 90 degrees, and the two bent ends are engaged with each other by spaced rivets, The beam is connected to the column by a bolt passing through a column connection hole formed in the column and a beam connection hole formed in the web of the continuous single beam.

本発明の一実施形態によれば、前記Ｌ字状スチール部材、前記Ｕ字状スチール部材、前記Ｃ字状スチール部材、前記Ｚ字状スチール部材及び前記開放四角形状スチール部材は曲がった端部を備える。前記Ｕ字状スチール部材の上側フランジ及び下側フランジ、前記Ｃ字状スチール部材の上側フランジ及び下側フランジ又は前記Ｚ字状スチール部材の上側フランジ及び下側フランジは同一の幅又は異なる幅を有する。前記Ｌ字状スチール部材、前記Ｕ字状スチール部材、前記Ｃ字状スチール部材、前記Ｚ字状スチール部材、前記開放四角形状スチール部材、前記屈曲四角形状スチール部材及び前記プレート状スチール部材は、亜鉛メッキ鋼リールを切断及び／又は冷間圧延することによって形成される。   According to an embodiment of the present invention, the L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the Z-shaped steel member, and the open rectangular steel member have bent ends. Prepare. The upper and lower flanges of the U-shaped steel member, the upper and lower flanges of the C-shaped steel member, or the upper and lower flanges of the Z-shaped steel member have the same width or different widths. . The L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the Z-shaped steel member, the open rectangular steel member, the bent rectangular steel member, and the plate-shaped steel member are made of zinc. It is formed by cutting and / or cold rolling a plated steel reel.

本発明の一実施形態によれば、前記連続単一梁は、少なくとも１つの重複連結又は少なくとも１つの梁コネクタによって連結された複数の単一梁を含む。   According to one embodiment of the invention, the continuous single beam comprises a plurality of single beams connected by at least one overlapping connection or at least one beam connector.

本発明の一実施形態によれば、前記床スラブは強化軽量合成床スラブである。該強化軽量合成床スラブは軽量合成床スラブを含む。該軽量合成床スラブ、前記桁及び前記耐水平力ロッド及び／又はシーリングは、少なくとも１つの床コネクタによって一体的に連結される。前記軽量合成床スラブは前記桁の上に設置され、前記耐水平力ロッド及び／又は前記シーリングは前記桁の下に形成されている。   According to an embodiment of the invention, the floor slab is a reinforced lightweight synthetic floor slab. The reinforced lightweight synthetic floor slab includes a lightweight synthetic floor slab. The lightweight composite floor slab, the spar and the horizontal force rod and / or sealing are integrally connected by at least one floor connector. The lightweight synthetic floor slab is installed on the spar, and the horizontal force rod and / or the sealing is formed under the spar.

本発明の一実施形態によれば、前記軽量合成床スラブは床デッキを含む。該床デッキはプロファイル鋼板によって形成される。該プロファイル鋼板は波形のプロファイル鋼板又は折り返し形のプロファイル鋼板である。前記プロファイル鋼板の厚さは０．２〜１．０ｍｍで溝の深さは３０〜５０ｍｍである。前記プロファイル鋼板にはコンクリート及び／又はセメントモルタルが充填されている。該コンクリート及び／又はセメントモルタルは内蔵のひび割れ防止メッシュ及び／又はひび割れ防止繊維によって取り囲まれている。前記コンクリート及び／又はセメントモルタルと前記プロファイル鋼板の頂部との間の高さの差は５０ｍｍ未満である。前記プロファイル鋼板は前記床コネクタによって前記桁に連結されている。前記床コネクタはタッピンネジ、スリーブ及び／又はベアリングガスケットを含む。該スリーブは前記タッピンネジにしっかり取り付けられている。前記スリーブは金属又はプラスチックでできている。前記スリーブの少なくとも一方側が拡張されて前記ベアリングガスケットを形成する。前記桁は１８０ｃｍ未満の間隔で配置される。前記軽量合成床スラブの少なくとも一対の対向する角部は前記耐水平力ロッドに境界される（bounded by）。前記耐水平力ロッドはストリップスチールによって形成される。該ストリップスチールはタッピンネジによって前記桁に連結される。前記シーリングは第１のリブ付拡張スチールメッシュを含む。該第１のリブ付拡張スチールメッシュは第１のＶ字状リブ及び第１の拡張メッシュ面を含む。前記第１のリブ付拡張スチールメッシュはタッピンネジ及び／又は空気釘によって前記桁に連結される。前記シーリングにはセメントモルタルが充填され、該セメントモルタルは内蔵のひび割れ防止メッシュ及び／又はひび割れ防止繊維によって取り囲まれている。   According to one embodiment of the invention, the lightweight synthetic floor slab includes a floor deck. The floor deck is formed of a profile steel plate. The profile steel plate is a corrugated profile steel plate or a folded profile steel plate. The profile steel plate has a thickness of 0.2 to 1.0 mm and a groove depth of 30 to 50 mm. The profile steel plate is filled with concrete and / or cement mortar. The concrete and / or cement mortar is surrounded by built-in crack-proof meshes and / or crack-proof fibers. The difference in height between the concrete and / or cement mortar and the top of the profile steel plate is less than 50 mm. The profile steel plate is connected to the beam by the floor connector. The floor connector includes a tapping screw, a sleeve and / or a bearing gasket. The sleeve is securely attached to the tapping screw. The sleeve is made of metal or plastic. At least one side of the sleeve is expanded to form the bearing gasket. The girders are arranged at an interval of less than 180 cm. At least a pair of opposing corners of the lightweight composite floor slab are bounded by the horizontal force rod. The horizontal force-resistant rod is formed of strip steel. The strip steel is connected to the beam by tapping screws. The sealing includes a first ribbed expanded steel mesh. The first ribbed expanded steel mesh includes a first V-shaped rib and a first expanded mesh surface. The first ribbed expanded steel mesh is connected to the spar by tapping screws and / or air nails. The sealing is filled with cement mortar, which is surrounded by built-in crack prevention mesh and / or crack prevention fibers.

本発明の一実施形態によれば、前記連続単一梁は埋め込み連続単一梁である。Ｌ字状スチール部材、Ｃ字状スチール部材又はＺ字状スチール部材によって形成されるとともに前記柱に対応する前記埋め込み連続単一梁の上側フランジ及び下側フランジは、前記柱と前記埋め込み連続単一梁との十字接合部において前記柱が前記埋め込み連続単一梁に埋め込まれるように切断されている。前記埋め込み連続単一梁は、前記柱に形成された柱連結孔及び前記埋め込み連続梁のウェブに形成された梁連結孔を貫通するボルトによって前記柱に連結されている。   According to an embodiment of the present invention, the continuous single beam is a buried continuous single beam. The upper flange and the lower flange of the embedded continuous single beam formed of an L-shaped steel member, a C-shaped steel member, or a Z-shaped steel member and corresponding to the column, The column is cut so as to be embedded in the embedded continuous single beam at the cross joint with the beam. The embedded continuous single beam is connected to the column by a bolt passing through a column connecting hole formed in the column and a beam connecting hole formed in a web of the embedded continuous beam.

本発明の一実施形態によれば、当該三次元軽量鋼骨組は補強構造をさらに含む。   According to an embodiment of the present invention, the three-dimensional lightweight steel frame further includes a reinforcing structure.

本発明の一実施形態によれば、前記下弦梁は、上方開口を有する開放四角形状スチール部材によって形成されている。前記柱又は前記ブレースと重複する該開放四角形状スチール部材の部分は切断されている。前記補強構造を形成するために、前記開放四角形状スチール部材は、前記開放四角形状スチール部材のウェブに形成された梁連結孔及び前記柱又は前記ブレースに形成された柱連結孔を貫通するボルトによって前記柱又は前記ブレースに連結されている。   According to an embodiment of the present invention, the lower chord beam is formed of an open quadrangular steel member having an upper opening. The portion of the open square steel member that overlaps the column or brace is cut. In order to form the reinforcing structure, the open rectangular steel member is formed by a beam connecting hole formed in a web of the open rectangular steel member and a bolt passing through a column connecting hole formed in the column or the brace. It is connected to the pillar or the brace.

本発明の一実施形態によれば、前記補強構造は、前記梁及び前記柱の中心線の交差点に配置された位置決め孔であり、該位置決め孔はボルト又は円錐状の鋼棒により前記梁と前記柱とを仮留めするためのものである。   According to an embodiment of the present invention, the reinforcing structure is a positioning hole arranged at an intersection of a center line of the beam and the column, and the positioning hole is connected to the beam and the beam by a bolt or a conical steel rod. This is for temporarily securing the pillar.

本発明の一実施形態によれば、前記補強構造を形成するために、２つの連続単一梁の間の空間及び／又は前記柱の間の空洞及び／又は前記下弦梁の開放四角形状スチール部材の空洞には、コンクリート及び／又はセメントモルタルが充填されている。   According to an embodiment of the present invention, a space between two continuous single beams and / or a cavity between the columns and / or an open quadrangular steel member of the lower chord beam to form the reinforcing structure. These cavities are filled with concrete and / or cement mortar.

本発明の一実施形態によれば、前記補強構造は、前記ボルトの周囲に配置されるとともに、前記梁及び前記柱を較正した後に前記梁及び前記柱を仮留めするための複数のタッピンネジであり、該複数のタッピンネジは前記柱の間の空洞又は前記下弦梁の開放四角形状スチール部材にコンクリート及び／又はセメントモルタルを充填した後に取り外される。   According to an embodiment of the present invention, the reinforcing structure is a plurality of tapping screws that are disposed around the bolt and that temporarily fix the beam and the column after calibrating the beam and the column. The plurality of tapping screws are removed after filling the cavity between the columns or the open rectangular steel member of the lower chord beam with concrete and / or cement mortar.

本発明の一実施形態によれば、前記補強構造を形成するために、コンクリート及び／又はセメントモルタルが充填される前記２つの連続単一梁の間の空間内及び／又は前記柱の間の空洞内又は前記下弦梁を形成する開放四角形状スチール部材に、支持スチール部材が配置され、該支持スチール部材は棒鋼、スターラップ又はプレストレススチールワイヤである。   According to an embodiment of the present invention, a cavity in the space between the two continuous single beams and / or between the columns filled with concrete and / or cement mortar to form the reinforcing structure. A support steel member is disposed on an open rectangular steel member forming the inner or said lower chord beam, the support steel member being a steel bar, a stirrup or a prestressed steel wire.

本発明の一実施形態によれば、前記スターラップは四角形のスターラップ、円形のスターラップ、螺旋形のスターラップ又は円形のスチールメッシュであり、前記プレストレススチールワイヤはスリーブを備える。   According to an embodiment of the present invention, the stirrup is a square stirrup, a circular stirrup, a spiral stirrup or a circular steel mesh, and the prestressed steel wire comprises a sleeve.

本発明の一実施形態によれば、前記棒鋼、前記スリーブ及び前記プレストレススチールワイヤは前記柱を貫通する。   According to an embodiment of the present invention, the steel bar, the sleeve and the prestressed steel wire pass through the column.

本発明の一実施形態によれば、前記補強構造は、前記梁に形成された梁連結孔又は前記柱に形成された柱連結孔を取り囲む増肉鋼板であり、該増肉鋼板はリベット及び／又はリベットクリンチ接合及び／又は溶接により前記梁又は前記柱に連結されている。   According to an embodiment of the present invention, the reinforcing structure is a thickened steel plate surrounding a beam connecting hole formed in the beam or a column connecting hole formed in the column, and the thickened steel plate includes rivets and / or Or it is connected to the beam or the column by rivet clinch joining and / or welding.

本発明の一実施形態によれば、前記補強構造は前記梁の連結孔を取り囲むパンチ溝である。該パンチ溝は前記柱に形成された柱連結孔に埋め込まれており、前記柱に形成された前記柱連結孔の直径は前記パンチ溝の幅よりも大きい。   According to an embodiment of the present invention, the reinforcing structure is a punch groove surrounding the connection hole of the beam. The punch groove is embedded in a column connection hole formed in the column, and the diameter of the column connection hole formed in the column is larger than the width of the punch groove.

本発明の一実施形態によれば、前記補強構造は、前記梁の外側に取り付けられた追加の外装部材である。該追加の外装部材はＬ字状スチール部材、Ｕ字状スチール部材、Ｃ字状スチール部材、プレート状スチール部材、四角形状スチール部材又は四角形状木材によって形成されている。   According to an embodiment of the present invention, the reinforcing structure is an additional exterior member attached to the outside of the beam. The additional exterior member is formed of an L-shaped steel member, a U-shaped steel member, a C-shaped steel member, a plate-shaped steel member, a quadrangular steel member, or a quadrangular wood.

本発明の一実施形態によれば、前記梁と前記追加の外装部材との間に断熱ガスケットが配置されている。   According to an embodiment of the present invention, a heat insulating gasket is disposed between the beam and the additional exterior member.

本発明の一実施形態によれば、前記補強構造を形成するために、前記柱はスポット溶接スチールメッシュ、編み込みスチールメッシュ又は拡張スチールメッシュによって取り囲まれるとともにセメントモルタルによって前記壁体に連結されている。   According to an embodiment of the present invention, the column is surrounded by a spot welded steel mesh, braided steel mesh or expanded steel mesh and connected to the wall by cement mortar to form the reinforcing structure.

本発明の一実施形態によれば、前記補強構造は一体配置されたスチールフレームである。該一体配置されたスチールフレームは角コネクタ、ボルト強化ガスケット、枠体、埋め込みボルト及び引き抜け防止ナットを含む。該埋め込みボルトは、該角コネクタを通じて前記柱のベース部に連結されている。該枠体は上方開口と、埋め込み孔と、該上方開口の端部にある屈曲端とを有するＣ字状スチール部材によって形成されている。該ボルト強化ガスケットは前記埋め込み孔の上に配置されるとともに位置決め孔を備える。該Ｃ字状スチール部材には、前記埋め込みボルトが固定された後でコンクリートが充填され、前記柱のベース部は前記一体配置されたスチールフレームに配置されている。   According to an embodiment of the present invention, the reinforcing structure is an integrally disposed steel frame. The integrally disposed steel frame includes a corner connector, a bolt reinforced gasket, a frame, embedded bolts, and a pull-out prevention nut. The embedded bolt is connected to the base portion of the column through the corner connector. The frame is formed of a C-shaped steel member having an upper opening, a buried hole, and a bent end at the end of the upper opening. The bolt-reinforced gasket is disposed on the embedded hole and includes a positioning hole. The C-shaped steel member is filled with concrete after the embedded bolt is fixed, and the base portion of the pillar is disposed on the integrally disposed steel frame.

本発明の一実施形態によれば、前記埋め込みボルトは、前記ボルト強化ガスケット又は前記Ｃ字状スチール部材の埋め込み孔の下にある前記引き抜け防止ナットにねじ込まれている。   According to an embodiment of the present invention, the embedded bolt is screwed into the pull-out prevention nut below the bolt-reinforced gasket or the embedded hole of the C-shaped steel member.

本発明の一実施形態によれば、前記補強構造は前記構造主柱の外側に取り付けられた補強部材である。該補強部材は、前記構造主柱を取り囲む鉄骨柱及び／又は強化コンクリート柱を含む。該鉄骨柱及び／又は強化コンクリート柱は前記梁と前記柱との十字接合部において連続しているか又は断絶しており、前記鉄骨柱及び前記構造主柱の間の空間にコンクリート又はセメントモルタルが充填されている。   According to an embodiment of the present invention, the reinforcing structure is a reinforcing member attached to the outside of the structural main pillar. The reinforcing member includes a steel column and / or a reinforced concrete column surrounding the structural main column. The steel column and / or the reinforced concrete column is continuous or disconnected at a cross-joint portion between the beam and the column, and a space between the steel column and the structural main column is filled with concrete or cement mortar. Has been.

本発明の一実施形態によれば、前記補強構造は、前記２つの連続二重梁の間に設置されるプレキャストコンクリート壁スラブ及び／又はプレキャスト軽量コンクリート壁スラブ及び／又はプレキャスト空洞コンクリート壁スラブである。   According to an embodiment of the present invention, the reinforcing structure is a precast concrete wall slab and / or a precast lightweight concrete wall slab and / or a precast hollow concrete wall slab installed between the two continuous double beams. .

本発明の一実施形態によれば、前記補強構造は前記柱の間に設置される合成壁体である。該合成壁体は合成壁面を含む。該合成壁面は第２のリブ付拡張メッシュ、セメントモルタル層、留め具及びストレススキン構造を含む。前記合成壁面は前記柱の少なくとも一方側に取り付けられ、前記合成壁面が前記柱の一方側のみに取り付けられている場合、前記耐水平力ロッドは前記柱の他方側に配置されている。   According to an embodiment of the present invention, the reinforcing structure is a synthetic wall body installed between the columns. The synthetic wall includes a synthetic wall. The synthetic wall includes a second ribbed expanded mesh, a cement mortar layer, a fastener, and a stress skin structure. When the synthetic wall surface is attached to at least one side of the column, and the synthetic wall surface is attached only to one side of the column, the horizontal force rod is arranged on the other side of the column.

本発明の一実施形態によれば、前記第２のリブ付拡張メッシュは第２のＶ字状リブ及び第２の拡張メッシュ面を含む。前記第２のリブ付拡張メッシュは前記留め具によって前記柱に固定される。前記留め具はタッピンネジ又は空気釘であり、前記耐水平力ロッドはストリップスチールによって形成されている。   According to an embodiment of the present invention, the second ribbed expanded mesh includes a second V-shaped rib and a second expanded mesh surface. The second ribbed expanded mesh is fixed to the column by the fastener. The fastener is a tapping screw or an air nail, and the horizontal force-resistant rod is formed of strip steel.

本発明の一実施形態によれば、前記合成壁体は補強部材をさらに含む。該補強部材は固定ガスケット及びひび割れ防止部材を含む。該固定ガスケットは前記空気釘を据え付けるために前記第２のＶ字状リブの溝にしっかり取り付けられている。前記固定ガスケットは硬質プラスチックでできており、前記ひび割れ防止部材は前記コンクリート又はセメントモルタル内の繊維ガラスメッシュ又はスポット溶接金属メッシュ又は繊維である。   According to an embodiment of the present invention, the synthetic wall further includes a reinforcing member. The reinforcing member includes a fixed gasket and a crack preventing member. The fixed gasket is firmly attached to the groove of the second V-shaped rib for installing the air nail. The fixed gasket is made of hard plastic, and the crack preventing member is a fiber glass mesh or spot welded metal mesh or fiber in the concrete or cement mortar.

本発明の一実施形態によれば、前記補強構造は前記柱の間に設置される合成壁体である。該合成壁体は前記構造主柱、前記小型柱及び／又は前記合成壁体内の補強柱及び前記梁と前記柱との間に設置される前記ブレースを取り囲む。前記合成壁体は２つの第２のリブ付拡張メッシュと、少なくとも１つの結合部材と、絶縁層と、支持部材とを含む。該２つの第２のリブ付拡張メッシュは少なくとも１つの留め具によって前記構造主柱、前記小型柱及び前記補強柱の両側に固定されている。該少なくとも１つの留め具はタッピンネジ又は空気釘である。前記合成壁体は前記第２のリブ付拡張メッシュの間に配置される。前記絶縁層は前記第２のリブ付拡張メッシュの間に設置される。前記第２のリブ付拡張メッシュは第２のＶ字状リブ及び第２の拡張メッシュ面を含む。前記支持部材は前記第２のＶ字状リブの外側に位置する。前記結合部材はスチールワイヤ又はプラスチックワイヤである。前記結合部材は前記第２のリブ付拡張メッシュの第２のＶ字状リブ及び／又は前記第２のリブ付拡張メッシュの第２のＶ字状リブに垂直に配置された前記支持部材に取り付けられ、前記合成壁体には建築廃棄残留物（building waste residue）、土、草、コンクリート又は軽量コンクリートが充填されている。   According to an embodiment of the present invention, the reinforcing structure is a synthetic wall body installed between the columns. The composite wall surrounds the structural main column, the small column, and / or the reinforcing column in the composite wall and the brace installed between the beam and the column. The synthetic wall includes two second ribbed expanded meshes, at least one coupling member, an insulating layer, and a support member. The two second ribbed expanded meshes are fixed to both sides of the structural main column, the small column, and the reinforcing column by at least one fastener. The at least one fastener is a tapping screw or an air nail. The synthetic wall is disposed between the second ribbed expanded meshes. The insulating layer is disposed between the second ribbed expanded meshes. The second ribbed expanded mesh includes a second V-shaped rib and a second expanded mesh surface. The support member is located outside the second V-shaped rib. The coupling member is a steel wire or a plastic wire. The coupling member is attached to the support member disposed perpendicularly to the second V-shaped rib of the second ribbed expanded mesh and / or the second V-shaped rib of the second expanded mesh with rib. The synthetic wall is filled with building waste residue, soil, grass, concrete or lightweight concrete.

本発明の一実施形態によれば、前記補強構造は、前記柱の一方側に配置された前記耐水平力ロッドである。前記耐水平力ロッドはストリップスチールでできている。前記耐水平力ロッドの上端はロッド連結孔を備えるとともに、前記耐水平力ロッドに形成されたロッド連結孔及び前記柱に形成された柱連結孔を貫通するボルトによって前記柱に連結されており、前記耐水平力ロッドの下端は張力孔を備えるとともに、タッピンネジによって前記柱の一方側に固定されるように９０度曲げられている。   According to an embodiment of the present invention, the reinforcing structure is the horizontal force-resistant rod disposed on one side of the column. The horizontal force rod is made of strip steel. The upper end of the horizontal force rod has a rod connection hole, and is connected to the column by a rod connecting hole formed in the horizontal force rod and a bolt penetrating the column connection hole formed in the column, The lower end of the horizontal strength rod has a tension hole and is bent 90 degrees so as to be fixed to one side of the column by a tapping screw.

本発明の一実施形態によれば、前記地つなぎ梁は２つの同一の連続単一梁を含む。該連続単一梁はスライストラスによって形成される。該スライストラスは上弦、下弦及びせん断抵抗ブレースを含む。該上弦及び／又は該下弦はＬ字状スチール部材によって形成され、該せん断抵抗ブレースはＬ字状スチール部材及び／又はプレート状スチール部材及び／又は円形スチール部材によって形成されている。   According to an embodiment of the present invention, the ground beam includes two identical continuous single beams. The continuous single beam is formed by a slice truss. The slice truss includes an upper chord, a lower chord and a shear resistance brace. The upper chord and / or the lower chord is formed by an L-shaped steel member, and the shear resistance brace is formed by an L-shaped steel member and / or a plate-shaped steel member and / or a circular steel member.

要約すると、三次元軽量鋼骨組には構造がシンプルで製造コストが低いという利点がある。三次元軽量鋼骨組はボルトで固定することができるため、建設期間の間に専門家でない作業者が参加できる。柱は２つの単一梁の間に挟まれているため、柱及び梁を同時に組み立てることができ、置き換え及び組み立てが柔軟になる。スチール部材は亜鉛メッキ鋼リールを切断又は冷間圧延で形成されることが好ましく、これによって自動生産が容易になる。製造及び現場での組み立ての間、溶接プロセスを必要としないため、亜鉛メッキ層の損傷が防止される。三次元軽量鋼の強化された力によって、煉瓦、コンクリート及び土等の重い材料でできた従来のスラリー型の壁体が併用できる。さらに、２つの連続単一梁を柱の両側に配置することによって、組み立ての間の累積誤差が小さくなる。   In summary, 3D lightweight steel frames have the advantage of simple structure and low manufacturing costs. Since the three-dimensional lightweight steel frame can be fixed with bolts, non-expert workers can participate during the construction period. Since the column is sandwiched between two single beams, the column and beam can be assembled at the same time, making the replacement and assembly flexible. The steel member is preferably formed by cutting or cold rolling a galvanized steel reel, which facilitates automatic production. Since no welding process is required during manufacturing and on-site assembly, damage to the galvanized layer is prevented. The enhanced force of three-dimensional lightweight steel allows the use of conventional slurry-type walls made of heavy materials such as brick, concrete and soil. Furthermore, by placing two continuous single beams on both sides of the column, the cumulative error during assembly is reduced.

様々な図面に図示する下記の好ましい実施形態の詳細な説明を読み終えた後、本発明の上記の目的及び他の目的が当業者に間違いなく明らかになる。   These and other objects of the present invention will no doubt become apparent to those skilled in the art after having read the following detailed description of the preferred embodiments illustrated in the various drawings.

図１は、本発明の一実施形態に係る、三次元軽量鋼骨組の概略図である。FIG. 1 is a schematic view of a three-dimensional lightweight steel frame according to an embodiment of the present invention. 図２は、本発明の一実施形態に係る、梁及び柱の断面並びに梁及び柱の補強構造の断面を示す。FIG. 2 shows a cross section of a beam and a column and a cross section of a beam and a column reinforcement structure according to an embodiment of the present invention. 図３は、本発明の一実施形態に係る、連続単一梁の図を示す。FIG. 3 shows a diagram of a continuous single beam according to one embodiment of the present invention. 図４は、本発明の一実施形態に係る、強化軽量合成床スラブ３１の図を示す。FIG. 4 shows a diagram of a reinforced lightweight synthetic floor slab 31 according to one embodiment of the present invention. 図５は、本発明の一実施形態に係る、埋め込み連続単一梁と耐水平力ロッドの補強構造との図を示す。FIG. 5 shows a diagram of an embedded continuous single beam and a horizontal strength rod reinforcement structure, according to one embodiment of the present invention. 図６は、本発明の一実施形態に係る、スライストラス１５の図を示す。FIG. 6 shows a view of a slice truss 15 according to one embodiment of the present invention. 図７は、本発明の一実施形態に係る、トラス梁１３の図を示す。FIG. 7 shows a view of the truss beam 13 according to one embodiment of the present invention. 図８は、本発明の一実施形態に係る、パンチ溝７１及び増肉鋼板５１８の補強構造の図を示す。FIG. 8 shows a diagram of the reinforcing structure of the punch groove 71 and the thickened steel plate 518 according to one embodiment of the present invention. 図９は、本発明の一実施形態に係る、三次元軽量鋼骨組の補強構造の図を示す。FIG. 9 shows a diagram of a three-dimensional lightweight steel frame reinforcement structure according to one embodiment of the present invention. 図１０は、本発明の一実施形態に係る一体配置されたスチールフレーム５５の図を示す。FIG. 10 shows a view of an integrally disposed steel frame 55 according to one embodiment of the present invention. 図１１は、本発明の一実施形態に係る、２つのストレススキン構造を有する合成壁体６２の図を示す。FIG. 11 shows a view of a synthetic wall 62 having two stress skin structures according to one embodiment of the present invention. 図１２は、本発明の一実施形態に係る、２つのストレススキン構造を有する合成壁体の固定ガスケット５１７の図を示す。FIG. 12 shows a view of a synthetic wall anchor gasket 517 having two stress skin structures according to one embodiment of the present invention. 図１３は、本発明の一実施形態に係る、第２のリブ付拡張メッシュを有する合成壁体６４の図を示す。FIG. 13 shows a view of a composite wall 64 having a second ribbed expanded mesh, according to one embodiment of the present invention. 図１４は、本発明の一実施形態に係る補強部材２４の図を示す。FIG. 14 shows a view of a reinforcing member 24 according to one embodiment of the present invention.

明細書及び図面における符号は説明を目的に使用したものであって何ら限定することはない。本発明の実施形態では、符号及び構成要素を下記のように言及する。
１：梁
１１：水平梁
１２：斜梁
１３：トラス梁
１３１：上弦梁
１３２：下弦梁
１３４：トラス梁ブレース
１４：地つなぎ梁
１５：スライストラス
１５１：上弦
１５２：下弦
１６：桁／ストリンガー
１／Ｌ：Ｌ字状スチール部材
１／Ｕ：Ｕ字状スチール部材
１／Ｃ：Ｃ字状スチール部材
１／Ｚ：Ｚ字状スチール部材
１／Ｐ：プレート状スチール部材
１／Ｗ：四角形状木材
２：柱
２１：主柱
２２：小型柱
２３：補強柱
２４：補強部材
２１３：垂直柱
２１４：鋼柱
２１５：コンクリート柱
２／Ｕ：Ｕ字状スチール部材
２／Ｃ：Ｃ字状スチール部材
２／ＲＯ：開放四角形状スチール部材
２／ＲＣ：湾曲四角形状スチール部材
３：床スラブ
３１：強化軽量合成床スラブ
３１１：軽量合成床スラブ
３２：シーリング
４１：ブレース
４２：耐水平力ロッド
５０１：ボルト
５０２：タッピンネジ
５０３：断熱ガスケット
５０５：円形スチール
５０６：スターラップ
５０７：プレストレススチールワイヤ
５０８：スリーブ
５０９：張力ボルト
５１０：リベット
５１１：追加の外装部材
５１２：コネクタ
５１３：スリーブ
５１３：拡張スリーブ
５１４：ベアリングガスケット
５１５：空気釘
５１６：棒鋼
５１７：固定ガスケット
５１８：増肉鋼板
５１：床コネクタ
５２：プロファイル鋼板
５３：スチールメッシュ
５３１：ひび割れ防止繊維
５４：第１のリブ付拡張スチールメッシュ
５４１：第１のＶ字状リブ
５５：一体配置されたスチール部材
５５１：枠体
５５２：ボルト強化ガスケット
５５３：埋め込みボルト
５５４：角コネクタ
５５５：引き抜け防止ナット
６０：コンクリート
６０１：コンクリート／セメントモルタル
６１：セメントモルタル層
６２：合成壁体
６２１：合成壁面
６３：壁体
６４：合成壁体
６５：絶縁層
６６：充填された壁体
６７：結合部材
６８：プレキャストコンクリート壁スラブ
７０：梁連結孔
７１：パンチ溝
７２：張力孔 The reference numerals in the specification and drawings are used for the purpose of explanation and are not limited at all. In the embodiments of the present invention, reference numerals and components are referred to as follows.
1: beam 11: horizontal beam 12: oblique beam 13: truss beam 131: upper chord beam 132: lower chord beam 134: truss beam brace 14: ground connecting beam 15: slice truss 151: upper chord 152: lower chord 16: girder / stringer 1 L: L-shaped steel member 1 / U: U-shaped steel member 1 / C: C-shaped steel member 1 / Z: Z-shaped steel member 1 / P: Plate-shaped steel member 1 / W: Square-shaped wood 2 : Column 21: Main column 22: Small column 23: Reinforcement column 24: Reinforcement member 213: Vertical column 214: Steel column 215: Concrete column 2 / U: U-shaped steel member 2 / C: C-shaped steel member 2 / RO: Open square steel member 2 / RC: Curved square steel member 3: Floor slab 31: Reinforced lightweight synthetic floor slab 311: Lightweight synthetic floor slab 32: Sealing 41: Brace 42: Horizontal strength rod 5 1: Bolt 502: Tapping screw 503: Thermal insulation gasket 505: Circular steel 506: Stirrup 507: Prestressed steel wire 508: Sleeve 509: Tension bolt 510: Rivet 511: Additional exterior member 512: Connector 513: Sleeve 513: Expansion sleeve 514: Bearing gasket 515: Air nail 516: Steel bar 517: Fixed gasket 518: Thickened steel plate 51: Floor connector 52: Profile steel plate 53: Steel mesh 531: Crack prevention fiber 54: Expanded steel mesh 541 with first rib 1 V-shaped rib 55: integrally disposed steel member 551: frame body 552: bolt reinforced gasket 553: embedded bolt 554: square connector 555: pull-out prevention nut 60: concrete 601: concrete Cement mortar 61: Cement mortar layer 62: Synthetic wall body 621: Synthetic wall surface 63: Wall body 64: Synthetic wall body 65: Insulating layer 66: Filled wall body 67: Connecting member 68: Precast concrete wall slab 70: Beam connection Hole 71: Punch groove 72: Tension hole

本発明の目的、技術的な解決方法及び利点をより明らかにするために、以下、図面及び実施形態を参照しながら本発明を説明する。   In order to clarify the objects, technical solutions and advantages of the present invention, the present invention will be described below with reference to the drawings and embodiments.

図１を参照されたい。図１は、本発明の一実施形態に係る三次元軽量鋼骨組の概略図である。三次元軽量鋼骨組は、屋根にある斜梁１２、水平梁１１、地つなぎ梁（ground tie beam）１４、スライストラス（slice truss）１５、トラス梁１３、桁／ストリンガー（purlin/stringer）１６、一体配置された（integrally-placed）スチールフレーム５５、構造主柱（structural main column）２１、小型柱２２、補強柱２３、構造主柱２１の外側に配置された補強部材２４、ブレース４１、耐水平力ロッド４２、ストレススキン構造を有する合成壁体６２、ブロックを有する合成壁体６３、リブ付拡張スチールメッシュを有する別の合成壁体６４及び強化軽量合成床スラブ３１を含む。斜梁１２、水平梁１１及び地つなぎ梁１４のそれぞれは、２つの連続単一梁（continuous single beam）１を含む連続二重梁である。構造主柱２１、小型柱２２及び補強柱２３のぞれぞれは柱２である。補強柱２３は壁体６３又は合成壁体６２、６４内に配置されている。   Please refer to FIG. FIG. 1 is a schematic view of a three-dimensional lightweight steel frame according to an embodiment of the present invention. The three-dimensional lightweight steel frame consists of the oblique beam 12 on the roof, the horizontal beam 11, the ground tie beam 14, the slice truss 15, the truss beam 13, the purlin / stringer 16, An integrally-placed steel frame 55, a structural main column 21, a small column 22, a reinforcing column 23, a reinforcing member 24 disposed outside the structural main column 21, a brace 41, and horizontal resistance It includes a force rod 42, a synthetic wall 62 having a stress skin structure, a synthetic wall 63 having a block, another synthetic wall 64 having a ribbed expanded steel mesh, and a reinforced lightweight synthetic floor slab 31. Each of the oblique beam 12, the horizontal beam 11, and the ground beam 14 is a continuous double beam including two continuous single beams 1. Each of the structural main pillar 21, the small pillar 22, and the reinforcing pillar 23 is a pillar 2. The reinforcing column 23 is disposed in the wall body 63 or the composite wall bodies 62 and 64.

図２は、本発明の一実施形態に係る梁１及び柱２の断面並びに梁１及び柱２の補強構造の断面の図を示す。図２−１〜図２−３を参照されたい。図２−１は、本発明の一実施形態に係る連続単一梁１の断面図である。図２−２は、本発明の一実施形態に係る柱２の断面図である。図２−３は、本発明の一実施形態に係る梁１及び柱２の補強構造の図である。図２−１に示すように、梁１はＬ字状スチール部材１／Ｌ、Ｕ字状スチール部材、Ｃ字状スチール部材、Ｚ字状スチール部材、プレート状スチール部材１／Ｐ、四角形状木材１／Ｗ又はスライストラス１５によって形成できる。さらに、Ｌ字状スチール部材、Ｕ字状スチール部材、Ｃ字状スチール部材又はＺ字状スチール部材は曲がった端部を備えることができる。Ｕ字状スチール部材１／Ｕの上側フランジ及び下側フランジ、Ｃ字状スチール部材１／Ｃの上側フランジ及び下側フランジ又はＺ字状スチール部材１／Ｚの上側フランジ及び下側フランジは同一の幅又は異なる幅を有する。図２−２に示すように、柱２はＵ字状スチール部材２／Ｕ、Ｃ字状スチール部材２／Ｃ、開放四角形状スチール部材（opened square-shaped steel member）２／ＲＯ又は屈曲四角形状スチール部材２／ＲＣによって形成できる。屈曲四角形状スチール部材２／ＲＣは、間隔を置いて配置されたリベット５１０によって係合し合った２つの屈曲端（buckled edges）を有する。図２−３に示すように、連続単一梁１及び柱２の補強構造は、柱２及び梁１にコンクリート／セメントモルタル６０１を充填することによって形成される。   FIG. 2 shows a cross-sectional view of the beam 1 and the column 2 and a cross-section of the reinforcing structure of the beam 1 and the column 2 according to an embodiment of the present invention. Refer to FIGS. 2-1 to 2-3. FIG. 2-1 is a cross-sectional view of a continuous single beam 1 according to an embodiment of the present invention. FIG. 2-2 is a cross-sectional view of the pillar 2 according to an embodiment of the present invention. FIG. 2-3 is a diagram of a reinforcing structure of the beam 1 and the pillar 2 according to an embodiment of the present invention. As shown in FIG. 2-1, the beam 1 is an L-shaped steel member 1 / L, a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, a plate-shaped steel member 1 / P, and a square-shaped wood. 1 / W or slice truss 15 can be used. Further, the L-shaped steel member, the U-shaped steel member, the C-shaped steel member or the Z-shaped steel member can have a bent end. The upper flange and the lower flange of the U-shaped steel member 1 / U, the upper flange and the lower flange of the C-shaped steel member 1 / C, or the upper flange and the lower flange of the Z-shaped steel member 1 / Z are the same. Have a width or a different width. As shown in FIG. 2-2, the column 2 has a U-shaped steel member 2 / U, a C-shaped steel member 2 / C, an open square-shaped steel member 2 / RO, or a bent square shape. It can be formed by a steel member 2 / RC. The bent square steel member 2 / RC has two buckled edges engaged by a rivet 510 spaced apart. As shown in FIG. 2-3, the reinforcing structure of the continuous single beam 1 and the column 2 is formed by filling the column 2 and the beam 1 with concrete / cement mortar 601.

図３は、本発明の一実施形態に係る連続単一梁の図を示す。図３−１を参照されたい。図３−１は、本発明の一実施形態に係る、重複連結（overlapped connection）によって連結された２つの連続単一梁１の図である。図３−１に示すように、連続単一梁１のそれぞれは、各連続単一梁１の端部に梁連結孔７０を備える。２つの連続単一梁１の２つの上側フランジ及び２つの下側フランジの重なる部分は切断されているため、２つの梁連結孔７０及び柱連結孔にボルト５１０を貫通させることによって２つの連続単一梁１が柱に連結される。図３−２を参照されたい。図３−２は、本発明の一実施形態に係る、重複連結を通じて連結された２つのスライストラス１５の図である。図３−２に示すように、２つのスライストラス１５が柱２に連結されている。各スライストラス１５の上弦１５１はＬ字状スチール部材１／Ｌによって形成され、下弦１５２はＬ字状スチール部材１／Ｌによって形成されている。２つのスライストラス１５のそれぞれの端部はトラス連結孔を備える。柱２の接触面は柱連結孔を備える。２つのスライストラス１５は重なり合って、ボルト５０１により柱２の接触面に連結されている。図３−３を参照されたい。図３−３は、本発明の一実施形態に係る、コネクタを用いて連結された２つの連続単一梁１の図である。図３−３に示すように、連続単一梁１のそれぞれの端部は梁連結孔７０を備える。コネクタ５１２は複数のコネクタ連結孔を備え、ボルト５０１によって２つの連続単一梁１と柱２とが連結されている。コネクタ５１２はＵ字状スチール部材１／Ｕ、Ｌ字状スチール部材１／Ｌ又はプレート状スチール部材１／Ｐによって形成される。   FIG. 3 shows a diagram of a continuous single beam according to an embodiment of the present invention. Refer to FIG. FIG. 3A is a diagram of two continuous single beams 1 connected by an overlapped connection, according to one embodiment of the present invention. As shown in FIG. 3A, each of the continuous single beams 1 includes a beam connection hole 70 at the end of each continuous single beam 1. Since the overlapping portions of the two upper flanges and the two lower flanges of the two continuous single beams 1 are cut, two continuous single beams 1 can be obtained by passing bolts 510 through the two beam connecting holes 70 and the column connecting holes. One beam 1 is connected to the column. Refer to FIG. 3-2. 3-2 is a diagram of two slice trusses 15 connected through overlapping connections, according to one embodiment of the present invention. As shown in FIG. 3-2, two slice trusses 15 are connected to the pillar 2. The upper chord 151 of each slice truss 15 is formed by an L-shaped steel member 1 / L, and the lower chord 152 is formed by an L-shaped steel member 1 / L. Each end of the two slice trusses 15 is provided with a truss connection hole. The contact surface of the column 2 includes a column connection hole. The two slice trusses 15 are overlapped and connected to the contact surface of the column 2 by bolts 501. Refer to FIG. 3-3. FIG. 3-3 is a diagram of two continuous single beams 1 connected using a connector, according to one embodiment of the present invention. As shown in FIG. 3C, each end portion of the continuous single beam 1 includes a beam connection hole 70. The connector 512 includes a plurality of connector connection holes, and the two continuous single beams 1 and the columns 2 are connected by bolts 501. The connector 512 is formed of a U-shaped steel member 1 / U, an L-shaped steel member 1 / L, or a plate-shaped steel member 1 / P.

図４は、本発明の一実施形態に係る、強化軽量合成床スラブ３１の図を示す。図４−１を参照されたい。図４−１は、本発明の一実施形態に係る強化軽量合成床スラブ３１の斜視図である。図４−１に示すように、強化軽量合成床スラブ３１は軽量合成床スラブ３１１を含む。軽量合成床スラブ３１１、桁１６、耐水平力ロッド４２及び／又は天井３２は、少なくとも１つの床コネクタ５１によって一体的に連結されている。図４−２〜図４−５を参照されたい。図４−２は、本発明の一実施形態に係る軽量合成床スラブ３１１の図である。図４−３は、本発明の一実施形態に係る床コネクタ５１の図である。図４−４及び図４−５は、本発明の一実施形態に係るプロファイル鋼板（profiled steel sheet）の図である。図４−２に示すように、軽量合成床スラブ３１１は床デッキを含む。床デッキはプロファイル鋼板５２によって形成されている。プロファイル鋼板５２は床コネクタ５１によって桁１６に連結され、プロファイル鋼板５２にはコンクリート及び／又はセメントモルタル６０１が充填されている。コンクリート及び／又はセメントモルタル６０１は、内蔵のひび割れ防止（internal anti-cracking）メッシュ及び／又はひび割れ防止繊維５３１によって取り囲まれている。図４−３に示すように、床コネクタ５１はタッピンネジ５０２、スリーブ５１３及び／又はベアリングガスケット５１４を含み、スリーブ５１３はタッピンネジ５０２にしっかり取り付けられている。スリーブ５１３は拡張スリーブ５１３１であってもよい。拡張スリーブ５１３１の少なくとも一方側は、ベアリングガスケット５１４を形成するために拡張されている。図４−４及び図４−５に示すように、プロファイル鋼板５２は（図４−５に示す）波形のプロファイル鋼板であってもよし、（図４−４に示す）折り返し形（folded）のプロファイル鋼板であってもよい。図４−６及び図４−７を参照されたい。図４−６は、本発明の一実施形態に係る第１のリブ付拡張スチールメッシュ５４の図である。図４−７は本発明の一実施形態に係る第１のリブ付拡張スチールメッシュ５４の断面図である。図４−６に示すように、天井３２は第１のリブ付拡張スチールメッシュ５４を含む。第１のリブ付拡張スチールメッシュ５４は第１のＶ字状リブ５４１及び拡張メッシュ面を含む。図４−８及び図４−９を参照されたい。図４−８は、本発明の一実施形態に係る、桁１６に連結された強化軽量合成床スラブ３１及び耐水平力ロッド４２の図である。図４−９は、本発明の一実施形態に係る桁１６に連結された軽量合成床スラブ３１１及びシーリング３２の図である。図４−８及び図４−９に示すように、耐水平力ロッド４２は桁１６の下に配置され、軽量合成床スラブ３１１は桁１６の上に配置されている。桁１６はタッピンネジ５０２又は空気釘（air nail）５１５により耐水平力ロッド４２に連結されている。軽量合成床スラブ３１１は桁１６の上に配置されている。天井３２にはセメントモルタル６０１が充填されており、セメントモルタル６０１は内蔵のひび割れ防止メッシュ及び／又はひび割れ防止繊維５３１によって取り囲まれている。桁１６はタッピンネジ５０２又は空気釘５１５によりシーリング３２に連結されている。軽量合成床スラブ３１１は桁１６の上に配置されている。   FIG. 4 shows a diagram of a reinforced lightweight synthetic floor slab 31 according to one embodiment of the present invention. Refer to FIG. FIG. 4-1 is a perspective view of a reinforced lightweight synthetic floor slab 31 according to an embodiment of the present invention. As shown in FIG. 4A, the reinforced lightweight synthetic floor slab 31 includes a lightweight synthetic floor slab 311. The lightweight synthetic floor slab 311, the girder 16, the horizontal force-resistant rod 42 and / or the ceiling 32 are integrally connected by at least one floor connector 51. Refer to FIGS. 4-2 to 4-5. FIG. 4-2 is a diagram of a lightweight composite floor slab 311 according to one embodiment of the present invention. FIG. 4-3 is a diagram of the floor connector 51 according to one embodiment of the present invention. 4-4 and 4-5 are views of a profiled steel sheet according to an embodiment of the present invention. As shown in FIG. 4-2, the lightweight synthetic floor slab 311 includes a floor deck. The floor deck is formed by a profile steel plate 52. The profile steel plate 52 is connected to the beam 16 by the floor connector 51, and the profile steel plate 52 is filled with concrete and / or cement mortar 601. The concrete and / or cement mortar 601 is surrounded by a built-in internal anti-cracking mesh and / or crack prevention fibers 531. As shown in FIG. 4-3, the floor connector 51 includes a tapping screw 502, a sleeve 513 and / or a bearing gasket 514, and the sleeve 513 is firmly attached to the tapping screw 502. The sleeve 513 may be an expansion sleeve 5131. At least one side of the expansion sleeve 5131 is expanded to form a bearing gasket 514. As shown in FIGS. 4-4 and 4-5, the profile steel plate 52 may be a corrugated profile steel plate (shown in FIG. 4-5) and may be folded (shown in FIG. 4-4). A profile steel plate may be used. Refer to FIGS. 4-6 and 4-7. 4-6 is a diagram of a first ribbed expanded steel mesh 54 according to one embodiment of the present invention. 4-7 is a cross-sectional view of the first ribbed expanded steel mesh 54 according to one embodiment of the present invention. As shown in FIGS. 4-6, the ceiling 32 includes a first ribbed expanded steel mesh 54. The first ribbed expanded steel mesh 54 includes a first V-shaped rib 541 and an expanded mesh surface. See FIGS. 4-8 and 4-9. 4-8 are views of a reinforced lightweight composite floor slab 31 and horizontal force rod 42 coupled to the girder 16 according to one embodiment of the present invention. 4-9 is a view of a light weight synthetic floor slab 311 and ceiling 32 coupled to a girder 16 according to one embodiment of the present invention. As shown in FIGS. 4-8 and 4-9, the horizontal force-resistant rod 42 is disposed under the spar 16, and the lightweight synthetic floor slab 311 is disposed on the spar 16. The girder 16 is connected to the horizontal force-resistant rod 42 by a tapping screw 502 or an air nail 515. The lightweight synthetic floor slab 311 is disposed on the beam 16. The ceiling 32 is filled with cement mortar 601, and the cement mortar 601 is surrounded by a built-in crack prevention mesh and / or crack prevention fiber 531. The spar 16 is connected to the sealing 32 by a tapping screw 502 or an air nail 515. The lightweight synthetic floor slab 311 is disposed on the beam 16.

図５は本発明の一実施形態に係る、埋め込み（embedded）連続単一梁１７及び耐水平力ロッド４２の補強構造の図を示す。図５−１を参照されたい。図５−１は、本発明の一実施形態に係る、埋め込み連続単一梁１７の図である。図５−１に示すように、埋め込み連続単一梁１７はＬ字状スチール部材１／Ｌ、Ｃ字状スチール部材１／Ｃ又はＺ字状スチール部材１／Ｚにより形成できる。柱２に対応する埋め込み連続単一梁１７の上側フランジ及び下側フランジは切断されているため、柱２は、柱２及び埋め込み連続単一梁１７の十字接合部で、埋め込み連続単一梁１７に埋め込まれる。埋め込み連続単一梁１７は、埋め込み連続単一梁１のウェブに梁連結孔７０を備え、ボルト５０１により柱２に連結されている。図５−２を参照されたい。図５−２は、本発明の一実施形態に係る補強構造の図である。補強構造は耐水平力ロッド４２である。耐水平力ロッド４２は耐水平力ロッド４２の上端にロッド連結孔を備え、耐水平力ロッド４２に張力をかけるため（tensing）に、ボルト５０１によって柱２に連結されている。それに加えて、耐水平力ロッド４２は耐水平力ロッド４２に張力をかけるために耐水平力ロッド４２の下端に張力孔（tensioning hole）７２を備える。耐水平力ロッド４２に張力がかけられて配置された後、耐水平力ロッド４２はタッピンネジ５０２により柱２の一方側に仮留め（falsely fixed）される。この実施形態では、耐水平力ロッド４２は曲がった（curled）ロッドであり、耐水平力ロッド４２の下端は、タッピンネジ５０２によって柱２の側部に固定されるよう９０度曲げられている。   FIG. 5 shows a diagram of the reinforcement structure of the embedded continuous single beam 17 and the horizontal force rod 42 according to one embodiment of the present invention. Refer to FIG. FIG. 5A is a diagram of an embedded continuous single beam 17 according to one embodiment of the present invention. As shown in FIG. 5A, the embedded continuous single beam 17 can be formed of an L-shaped steel member 1 / L, a C-shaped steel member 1 / C, or a Z-shaped steel member 1 / Z. Since the upper flange and the lower flange of the embedded continuous single beam 17 corresponding to the column 2 are cut, the column 2 is a cruciform joint between the column 2 and the embedded continuous single beam 17. Embedded in. The embedded continuous single beam 17 includes a beam connection hole 70 in the web of the embedded continuous single beam 1 and is connected to the column 2 by a bolt 501. Refer to FIG. FIG. 5-2 is a diagram of a reinforcing structure according to an embodiment of the present invention. The reinforcing structure is a horizontal strength rod 42. The horizontal force-resistant rod 42 has a rod connection hole at the upper end of the horizontal force-resistant rod 42 and is connected to the column 2 by a bolt 501 for tensioning the horizontal force-resistant rod 42. In addition, the horizontal force rod 42 includes a tensioning hole 72 at the lower end of the horizontal force rod 42 in order to apply tension to the horizontal force rod 42. After the horizontal strength rod 42 is placed under tension, the horizontal strength rod 42 is falsely fixed to one side of the column 2 by a tapping screw 502. In this embodiment, the horizontal force-resistant rod 42 is a curved rod, and the lower end of the horizontal force-resistant rod 42 is bent 90 degrees so as to be fixed to the side of the column 2 by a tapping screw 502.

図６は本発明の一実施形態に係るスライストラス１５の図である。図６−１〜図６−５を参照されたい。図６−１は本発明の一実施形態に係るスライストラス１５の図である。図６−２は本発明の一実施形態に係るスライストラス１５の上面図である。図６−３は、本発明の一実施形態に係る図６−１に示すスライストラス１５の断面図である。図６−４は、本発明の一実施形態に係る図６−１に示すスライストラス１５の断面図を示す。図６−５は、本発明の一実施形態に係るスライストラス１５の斜視図である。図６−１〜図６−５に示すように、スライストラス１５は上弦１５１、下弦１５２及びせん断抵抗ブレース１５３を含む。上弦１５１及び／又は下弦１５２はＬ字状スチール部材１／Ｌにより形成されており、せん断抵抗ブレース１５３はＬ字状スチール部材１／Ｌ及び／又はプレート状スチール部材１／Ｐ及び／又は円形（rounded）スチール部材によって形成されている。スライストラス１５は、柱２及び垂直柱２１３と接触する上弦１５１及び下弦１５２の表面に梁連結孔７０を備える。スライストラス１５はボルト５１０により柱２及び垂直柱２１３に連結されている。２つのスライストラス１５は柱２の両側に配置され、断絶なくボルト５０１によって接合部において柱２に連結されている。図６−３に示すように、２つのスライストラス１５は、連続スライストラスを形成するために重複連結により互いに連結されている。連続スライストラスは２つの連続単一梁と交差する。図６−４に示すように、スライストラス１５の上弦１５１及び下弦１５２はボルト５０１によって垂直柱２１３に連結されている。   FIG. 6 is a view of a slice truss 15 according to an embodiment of the present invention. Refer to FIGS. 6-1 to 6-5. FIG. 6A is a diagram of a slice truss 15 according to an embodiment of the present invention. FIG. 6B is a top view of the slice truss 15 according to one embodiment of the present invention. 6-3 is a cross-sectional view of the slice truss 15 shown in FIG. 6-1 according to an embodiment of the present invention. 6-4 shows a cross-sectional view of the slice truss 15 shown in FIG. 6-1 according to an embodiment of the present invention. 6-5 is a perspective view of the slice truss 15 according to one embodiment of the present invention. As shown in FIGS. 6-1 to 6-5, the slice truss 15 includes an upper chord 151, a lower chord 152, and a shear resistance brace 153. The upper chord 151 and / or the lower chord 152 are formed of an L-shaped steel member 1 / L, and the shear resistance brace 153 is an L-shaped steel member 1 / L and / or a plate-like steel member 1 / P and / or a circular shape ( rounded) formed by steel members. The slice truss 15 includes beam connection holes 70 on the surfaces of the upper chord 151 and the lower chord 152 that are in contact with the pillar 2 and the vertical pillar 213. The slice truss 15 is connected to the column 2 and the vertical column 213 by a bolt 510. The two slice trusses 15 are arranged on both sides of the pillar 2 and are connected to the pillar 2 at the joint by bolts 501 without interruption. As shown in FIG. 6-3, the two slice trusses 15 are connected to each other by overlapping connection to form a continuous slice truss. A continuous slice truss intersects two continuous single beams. As shown in FIG. 6-4, the upper chord 151 and the lower chord 152 of the slice truss 15 are connected to the vertical column 213 by bolts 501.

図７は本発明の一実施形態に係るトラス梁１３の図を示す。図７−１〜図７−２を参照されたい。図７−１は本発明の一実施形態に係るトラス梁１３の斜視図である。図７−２は、本発明の一実施形態に係るトラス梁１３の図である。トラス梁１３は上弦梁１３１、下弦梁１３２及びトラス梁ブレース１３４を含む。上弦梁１３１及び下弦梁１３２のそれぞれは連続二重梁である。連続二重梁は２つの同一の又は２つの異なる連続単一梁１を含むことができる。上弦梁１３１及び下弦梁１３２の連続単一梁１は柱２の両側に配置されている。上弦梁１３１及び下弦梁１３２はボルト５０１によって柱２、垂直柱２１３及びトラス梁ブレース１３４に連結されている。図７−３を参照されたい。図７−３は、本発明の一実施形態に係る図７−２に示すトラス梁１３の断面図である。図７−３に示すように、上弦梁１３１の２つの連続単一梁１の間の空洞、下弦梁１３２の２つの連続単一梁１の間の空洞、垂直柱２１３の空洞及びトラス梁ブレース１３４の空洞には、トラス梁１３の補強構造を形成するためにコンクリート／セメントモルタル６０１が充填されている。図７−４を参照されたい。図７−４は本発明の一実施形態に係る補強構造の図である。図７−４に示すように、補強構造を形成するために、２つの連続単一梁１の間の空間に支持スチール部材を配置でき、コンクリート／セメントモルタル６０１が２つの連続単一梁１の間の空間に充填されている。支持スチール部材は棒鋼５０１、スターラップ５０６、プレストレススチールワイヤ５０７又はプレストレススチールワイヤ５０７のスリーブ５０８であり得る。   FIG. 7 shows a view of the truss beam 13 according to one embodiment of the present invention. Refer to FIGS. 7-1 to 7-2. FIG. 7-1 is a perspective view of the truss beam 13 according to an embodiment of the present invention. FIG. 7-2 is a diagram of the truss beam 13 according to one embodiment of the present invention. The truss beam 13 includes an upper chord beam 131, a lower chord beam 132, and a truss beam brace 134. Each of the upper chord beam 131 and the lower chord beam 132 is a continuous double beam. A continuous double beam can comprise two identical or two different continuous single beams 1. The continuous single beam 1 of the upper chord beam 131 and the lower chord beam 132 is arranged on both sides of the column 2. The upper chord beam 131 and the lower chord beam 132 are connected to the column 2, the vertical column 213, and the truss beam brace 134 by bolts 501. Refer to FIG. 7-3. 7-3 is a cross-sectional view of the truss beam 13 shown in FIG. 7-2 according to an embodiment of the present invention. 7-3, the cavity between the two continuous single beams 1 of the upper chord beam 131, the cavity between the two continuous single beams 1 of the lower chord beam 132, the cavity of the vertical column 213, and the truss beam brace, as shown in FIG. The cavity 134 is filled with concrete / cement mortar 601 to form a reinforcing structure for the truss beam 13. Refer to FIG. 7-4. FIG. 7-4 is a diagram of a reinforcing structure according to an embodiment of the present invention. As shown in FIG. 7-4, a supporting steel member can be placed in the space between the two continuous single beams 1 to form a reinforcing structure, and the concrete / cement mortar 601 is composed of two continuous single beams 1. The space between is filled. The supporting steel member can be a steel bar 501, a stirrup 506, a prestressed steel wire 507 or a sleeve 508 of a prestressed steel wire 507.

図８は、本発明の一実施形態に係るパンチ溝（punching groove）７１及び増肉鋼板（thickened steel plate）５１８の補強構造の図を示す。図８−１を参照されたい。図８−１は本発明の一実施形態に係る２つの補強構造の図である。２つの補強構造のうちの１つが増肉鋼板５１８であり、他方がパンチ溝７１である。増肉鋼板５１８及びパンチ溝７１は連続二重梁１の梁連結孔７０又は柱２の柱連結孔の周りに配置できる。即ち、増肉鋼板５１８及びパンチ溝８１は連続単一梁１と柱２との接合部の近くに位置している。複数のタッピンネジ５０２が連続単一梁１と柱２とを仮留めするためにボルト５０１の周囲に配置されている。図８−２及び図８−３を参照されたい。図８−２は、本発明の一実施形態に係る図８−１に示すパンチ溝７１の断面図である。図８−３は本発明の一実施形態に係る図８−２の拡大図である。連続単一梁１のパンチ溝７１は、連続単一溝１及び柱２がボルト５０１によって連結されるように柱２の柱連結孔７３に埋め込まれている。柱２の空洞にコンクリート／セメントモルタル６０１が充填されている。柱連結孔７３の直径はパンチ溝７１の幅よりも大きい。図８−４を参照されたい。図８−４は本発明の一実施形態に係る増肉鋼板５１８の断面図である。図８−５は、本発明の一実施形態に係る図８−４に示す増肉鋼板５１８の断面図である。図８−４及び図８−５に示すように、増肉鋼板５１８はリベット及び／又はリベットクリンチ接合（riveting clinching joint）及び／又は溶接によって連続単一梁１又は柱２に連結された追加のスチール部材である。   FIG. 8 shows a diagram of a reinforcing structure of a punching groove 71 and a thickened steel plate 518 according to one embodiment of the present invention. Refer to FIG. FIG. 8-1 is a diagram of two reinforcing structures according to an embodiment of the present invention. One of the two reinforcing structures is the thickened steel plate 518, and the other is the punch groove 71. The thickened steel plate 518 and the punch groove 71 can be disposed around the beam connection hole 70 of the continuous double beam 1 or the column connection hole of the column 2. That is, the thickened steel plate 518 and the punch groove 81 are located near the joint between the continuous single beam 1 and the column 2. A plurality of tapping screws 502 are arranged around the bolt 501 to temporarily fasten the continuous single beam 1 and the column 2. See FIGS. 8-2 and 8-3. 8-2 is a cross-sectional view of the punch groove 71 shown in FIG. 8-1 according to one embodiment of the present invention. FIG. 8-3 is an enlarged view of FIG. 8-2 according to one embodiment of the present invention. The punch groove 71 of the continuous single beam 1 is embedded in the column connection hole 73 of the column 2 so that the continuous single groove 1 and the column 2 are connected by the bolt 501. The cavity of the pillar 2 is filled with concrete / cement mortar 601. The diameter of the column connection hole 73 is larger than the width of the punch groove 71. Refer to FIG. 8-4. FIG. 8-4 is a cross-sectional view of the thickened steel plate 518 according to one embodiment of the present invention. FIG. 8-5 is a cross-sectional view of the thickened steel plate 518 shown in FIG. 8-4 according to one embodiment of the present invention. As shown in FIGS. 8-4 and 8-5, the thickened steel plate 518 has additional rivets and / or additional rivets connected to the continuous single beam 1 or column 2 by riveting clinching joints and / or welding. It is a steel member.

図９は、本発明の一実施形態に係る三次元軽量鋼骨組の補強構造の図を示す。図９−１を参照されたい。図９−１は本発明の一実施形態に係る４つの補強構造の図である。これらの４つの補強構造のうちの１つは、２つの連続単一梁１の間の空間にコンクリート／セメントモルタル６０１を充填することによって形成されている。上記の４つの補強構造のうちの別の１つは、２つの連続単一梁１の間に配置されたプレキャストコンクリート壁スラブ６８である。上記の４つの補強構造のうちの別の１つは、スチールメッシュ５４に囲まれるとともに、ブロックを有する壁体６３にセメントモルタル６０１によって連結された柱２によって形成されている。上記の４つの補強構造のうちの別の１つは、単一梁１の外に配置された追加の外装部材５１１である。図９−２を参照されたい。図９−２は、本発明の一実施形態に係る図９−１に示す２つの連続単一梁１の断面図である。図９−２に示すように、連続単一梁１にはコンクリート／セメントモルタル６０１が充填されている。図９−３及び図９−４を参照されたい。図９−３は本発明の一実施形態に係る図９−１に示す追加の外装部材５１１の断面図である。図９−４は本発明の一実施形態に係る図９−１に示す追加の外装部材５１１の断面図である。図９−１、図９−３及び図９−４に示すように、追加の外装部材５１１は連続単一梁１の外側に配置されている。追加の外装部材５１１は梁１の外側に配置され、断熱ガスケット５０３が単一梁１と追加の外装部材５１１との間に配置されている。図９−５を参照されたい。図９−５は本発明の一実施形態に係る図９−１に示す柱２の断面図である。図９−５に示すように、柱２はスチールメッシュ５３、編み込みスチールワイヤメッシュ又は拡張スチールワイヤメッシュによって囲まれている。柱２は、セメントモルタル層６１によって、ブロックを有する壁体６３に連結されている。図９−６を参照されたい。図９−６は、本発明の一実施形態に係る図９−１に示すプレキャストコンクリート壁スラブ６８の断面図である。プレキャストコンクリート壁スラブ６８は２つの連続単一梁１の間に配置されている。別の実施形態では、プレキャストコンクリート壁スラブ６８はプレキャスト軽量コンクリート壁スラブ又はプレキャスト空洞コンクリート壁スラブに置き換えることができる。   FIG. 9 shows a diagram of a three-dimensional lightweight steel frame reinforcement structure according to an embodiment of the present invention. Refer to FIG. FIG. 9-1 is a diagram of four reinforcing structures according to an embodiment of the present invention. One of these four reinforcing structures is formed by filling the space between two continuous single beams 1 with concrete / cement mortar 601. Another one of the four reinforcing structures described above is a precast concrete wall slab 68 disposed between two continuous single beams 1. Another one of the four reinforcing structures described above is formed by a pillar 2 surrounded by a steel mesh 54 and connected to a wall body 63 having a block by a cement mortar 601. Another one of the four reinforcing structures described above is an additional exterior member 511 disposed outside the single beam 1. Refer to FIG. 9-2. 9-2 is a cross-sectional view of two continuous single beams 1 shown in FIG. 9-1 according to an embodiment of the present invention. As shown in FIG. 9-2, the continuous single beam 1 is filled with concrete / cement mortar 601. See FIGS. 9-3 and 9-4. 9-3 is a cross-sectional view of the additional exterior member 511 shown in FIG. 9-1 according to one embodiment of the present invention. 9-4 is a cross-sectional view of the additional exterior member 511 shown in FIG. 9-1 according to an embodiment of the present invention. As illustrated in FIGS. 9A, 9C, and 9D, the additional exterior member 511 is disposed outside the continuous single beam 1. The additional exterior member 511 is disposed outside the beam 1, and the heat insulating gasket 503 is disposed between the single beam 1 and the additional exterior member 511. See FIG. 9-5. 9-5 is a cross-sectional view of the pillar 2 shown in FIG. 9-1 according to an embodiment of the present invention. As shown in FIG. 9-5, the pillar 2 is surrounded by a steel mesh 53, a braided steel wire mesh or an expanded steel wire mesh. The pillar 2 is connected to a wall 63 having a block by a cement mortar layer 61. See FIG. 9-6. 9-6 is a cross-sectional view of the precast concrete wall slab 68 shown in FIG. 9-1 according to one embodiment of the present invention. A precast concrete wall slab 68 is arranged between two continuous single beams 1. In another embodiment, the precast concrete wall slab 68 can be replaced with a precast lightweight concrete wall slab or a precast hollow concrete wall slab.

図１０は、本発明の一実施形態に係る一体配置されたスチールフレーム５５の図を示す。図１０−１〜図１０−２を参照されたい。図１０−１は、本発明の一実施形態に係る一体配置されたスチールフレーム５５の図である。図１０−２は、本発明の一実施形態に係る一体配置されたスチールフレーム５５の分解図である。図１０−１及び図１０−２に示すように、一体配置されたスチールフレーム５５は角コネクタ（angular connector）５５４、ボルト強化ガスケット５５２、枠体５５１、埋め込みボルト５５３及び引き抜け防止ナット５５５を含む。枠体５５１はＣ字状のスチール部材１／Ｃによって形成されている。柱２はボルト５０１によって角コネクタ５５４に連結されている。角コネクタ５５４は埋め込みボルト５５３に連結され、ボルト強化ガスケット５５２は埋め込みボルト５５３によって枠体５５１に固定されている。図１０−３〜図１０−５を参照されたい。図１０−３は、本発明の一実施形態に係る枠体５５１の断面図である。図１０−４は、本発明の一実施形態に係るボルト強化ガスケット５５２の断面図である。図１０−５は、本発明の一実施形態に係る引き抜け防止ナット５５５の断面図である。枠体５５１は埋め込み孔７０を備える。ボルト強化ガスケット５５２は位置決め孔７４を備える。ボルト強化ガスケット５５２は枠体５５１に配置され、引き抜け防止ナット５５５はボルト強化ガスケット５５２の下又は枠体５５１の下に配置されている。   FIG. 10 shows a view of an integrally disposed steel frame 55 according to one embodiment of the present invention. See FIGS. 10-1 to 10-2. FIG. 10A is a diagram of an integrally disposed steel frame 55 according to one embodiment of the present invention. FIG. 10-2 is an exploded view of the integrally disposed steel frame 55 according to one embodiment of the present invention. As shown in FIGS. 10A and 10B, the integrally disposed steel frame 55 includes an angular connector 554, a bolt reinforcing gasket 552, a frame body 551, an embedded bolt 553, and a pull-out prevention nut 555. . The frame body 551 is formed of a C-shaped steel member 1 / C. The column 2 is connected to the square connector 554 by a bolt 501. The square connector 554 is connected to the embedded bolt 553, and the bolt reinforcing gasket 552 is fixed to the frame body 551 by the embedded bolt 553. See FIGS. 10-3 to 10-5. FIG. 10-3 is a cross-sectional view of the frame body 551 according to an embodiment of the present invention. FIG. 10-4 is a cross-sectional view of a bolt reinforced gasket 552 according to one embodiment of the present invention. FIG. 10-5 is a cross-sectional view of the pull-out prevention nut 555 according to one embodiment of the present invention. The frame body 551 includes a buried hole 70. The bolt reinforced gasket 552 includes a positioning hole 74. The bolt reinforcing gasket 552 is disposed on the frame body 551, and the pull-out prevention nut 555 is disposed below the bolt reinforcing gasket 552 or below the frame body 551.

図１１は、本発明の一実施形態に係る２つのストレススキン構造を有する合成壁体の図を示す。図１１−１〜図１１−３を参照されたい。図１１−１は、本発明の一実施形態に係る２つのストレススキン構造を有する合成壁体６２の図である。図１１−２は、本発明の一実施形態に係る図１１−１の拡大図である。図１１−３は、本発明の一実施形態に係る図１１−１の拡大図である。合成壁体６２は充填壁体６６と、構造主柱２１、小型柱２２及び補強柱２３の両側に配置された２つの合成壁面６２１とを含む。合成壁体６２は構造主柱２１、小型柱２２及び補強柱２３を囲む。各合成壁面６２１はストレススキン構造を含む。合成壁面６２１は第２のリブ付拡張スチールメッシュ５６、セメントモルタル層６１、ひび割れ防止メッシュ及び／又はひび割れ防止繊維５３１、タッピンネジ５０２及び／又は空気釘５１５を含む。図１１−４〜図１１−６を参照されたい。図１１−４は、本発明の一実施形態に係る１つのストレススキン構造を有する合成壁体６２の図である。図１１−５は、本発明の一実施形態に係る図１１−３の拡大図である。図１１−６は、本発明の一実施形態に係る図１１−３の拡大図である。合成壁体６２は充填壁体６６、絶縁層６５及び構造主柱２１、小型柱２２及び補強柱２３の一方側に配置された１つの合成壁体面６２１を含む。耐水平力ロッド４２は、構造主柱２１、小型柱２２及び補強柱２３の他方側に配置されている。   FIG. 11 shows a view of a synthetic wall having two stress skin structures according to one embodiment of the present invention. Refer to FIGS. 11-1 to 11-3. FIG. 11A is a diagram of a synthetic wall 62 having two stress skin structures according to an embodiment of the present invention. FIG. 11-2 is an enlarged view of FIG. 11-1 according to one embodiment of the present invention. 11-3 is an enlarged view of FIG. 11-1 according to an embodiment of the present invention. The composite wall body 62 includes a filling wall body 66 and two composite wall surfaces 621 disposed on both sides of the structural main column 21, the small column 22, and the reinforcing column 23. The composite wall 62 surrounds the structural main column 21, the small column 22, and the reinforcing column 23. Each synthetic wall surface 621 includes a stress skin structure. The synthetic wall surface 621 includes a second ribbed expanded steel mesh 56, a cement mortar layer 61, an anti-cracking mesh and / or anti-cracking fiber 531, a tapping screw 502 and / or an air nail 515. Refer to FIGS. 11-4 to 11-6. FIG. 11-4 is a diagram of a synthetic wall 62 having one stress skin structure according to one embodiment of the present invention. FIG. 11-5 is an enlarged view of FIG. 11-3 according to one embodiment of the present invention. FIG. 11-6 is an enlarged view of FIG. 11-3 according to one embodiment of the present invention. The composite wall body 62 includes a filling wall body 66, an insulating layer 65, a structural main column 21, a small column 22, and a single composite wall surface 621 disposed on one side of the reinforcing column 23. The horizontal force-resistant rod 42 is disposed on the other side of the structural main column 21, the small column 22 and the reinforcing column 23.

図１２は、本発明の一実施形態に係る２つのストレススキン構造を有する合成壁体６２の固定ガスケット５１７の図を示す。図１２−１及び図１２−２を参照されたい。図１２−１は、本発明の一実施形態に係る２つのストレススキン構造を有する合成壁体６２の図である。図１２−２は、本発明の一実施形態に係る図１２−１の拡大図である。この実施形態では、合成壁体６２は固定ガスケット５１７をさらに含む。固定ガスケット５１７は、空気釘５１５を据え付けるために第２のＶ字状リブ５４１の溝に強固に取り付けられており、固定ガスケット５１７は硬質のプラスチックでできている。   FIG. 12 shows a view of a fixed gasket 517 for a synthetic wall 62 having two stress skin structures according to one embodiment of the present invention. See FIGS. 12-1 and 12-2. FIG. 12A is a diagram of a synthetic wall 62 having two stress skin structures according to an embodiment of the present invention. 12-2 is an enlarged view of FIG. 12-1 according to one embodiment of the present invention. In this embodiment, the composite wall 62 further includes a fixed gasket 517. The fixed gasket 517 is firmly attached to the groove of the second V-shaped rib 541 for installing the air nail 515, and the fixed gasket 517 is made of hard plastic.

図１３は、本発明の一実施形態に係る第２のリブ付拡張メッシュ５６を有する合成壁体６４の図である。図１３−１〜図１３−３を参照されたい。図１３−１は、本発明の一実施形態に係る第２のリブ付拡張スチールメッシュ５６を有する合成壁体６４の図である。図１３−２は、本発明の一実施形態に係る、第２のリブ付拡張メッシュ５６を有する合成壁体６４の斜視図である。図１３−３は、本発明の一実施形態に係る、第２のリブ付拡張メッシュ５６を有する合成壁体６４の断面図である。合成壁体６４は構造主柱２１、小型柱２２及び／又は補強柱２３を囲む。合成壁体６４は２つのリブ付拡張メッシュ５６、少なくとも１つの結合部材（tying member）６７、セメントモルタル層６１及び充填壁体６６を含む。   FIG. 13 is a diagram of a composite wall 64 having a second ribbed expanded mesh 56 according to one embodiment of the present invention. See FIGS. 13-1 to 13-3. FIG. 13-1 is a diagram of a synthetic wall 64 having a second ribbed expanded steel mesh 56 according to one embodiment of the present invention. FIG. 13-2 is a perspective view of the synthetic wall body 64 having the second ribbed expanded mesh 56 according to an embodiment of the present invention. FIG. 13C is a cross-sectional view of the synthetic wall 64 having the second ribbed expanded mesh 56 according to one embodiment of the present invention. The composite wall 64 surrounds the structural main pillar 21, the small pillar 22 and / or the reinforcing pillar 23. The composite wall 64 includes two ribbed expanded meshes 56, at least one tying member 67, a cement mortar layer 61 and a filled wall 66.

図１４は、本発明の一実施形態に係る補強部材２４の図である。図１４−１を参照されたい。図１４−１は、本発明の一実施形態に係る補強構造の図である。補強構造２４は、構造主柱２１の外側に配置された補強部材２４である。連続単一梁１は構造主柱２１の外側に配置されている。図１４−２を参照されたい。図１４−２は、本発明の一実施形態に係る補強部材２４の図である。補強部材２４は強化コンクリート柱２１５を含むことができる。強化コンクリート柱２１５は棒鋼５１６、スターラップ５０６及びコンクリート６０を含むことができる。図１４−３を参照されたい。図１４−３は本発明の一実施形態に係る補強部材２４の図である。この実施形態では、補強部材２４は鉄骨柱２１５を含むことができる。コンクリート又はセメントモルタル６０１が鉄骨柱２１５と構造主柱２１との間の空間に充填されている。   FIG. 14 is a diagram of a reinforcing member 24 according to an embodiment of the present invention. Refer to FIG. 14-1. FIG. 14A is a diagram of a reinforcing structure according to an embodiment of the present invention. The reinforcing structure 24 is a reinforcing member 24 disposed outside the structural main pillar 21. The continuous single beam 1 is disposed outside the structural main column 21. Refer to FIG. 14-2. FIG. 14-2 is a diagram of a reinforcing member 24 according to an embodiment of the present invention. The reinforcing member 24 can include a reinforced concrete column 215. Reinforced concrete pillars 215 can include steel bars 516, stirrups 506, and concrete 60. See Figure 14-3. FIG. 14-3 is a diagram of a reinforcing member 24 according to an embodiment of the present invention. In this embodiment, the reinforcing member 24 can include a steel column 215. Concrete or cement mortar 601 is filled in the space between the steel column 215 and the structural main column 21.

当業者であれば、本発明の教示を維持しながら多くの変更及び改良が装置及び方法に加えられ得ることに容易に気付く。従って、上記の開示は、添付の請求項の範囲によってのみ限定されると解釈すべきである。   Those skilled in the art will readily recognize that many changes and modifications can be made to the apparatus and method while maintaining the teachings of the present invention. Accordingly, the above disclosure should be construed as limited only by the metes and bounds of the appended claims.

Claims (30)

三次元軽量鋼骨組であって、
梁と、桁及び／又はストリンガーと、柱と、壁体と、床スラブ及び／又は屋根と、耐水平力ロッド及び／又は張力ブレースとを含み、
前記梁は、前記柱の両側に取り付けられた同一の又は異なる２つの連続単一梁を含む連続二重梁であり、前記連続単一梁と前記柱とは、前記連続単一梁と前記柱との十字接合部において連続し断絶していない、三次元軽量鋼骨組。 A three-dimensional lightweight steel framework,
Including beams, girders and / or stringers, columns, walls, floor slabs and / or roofs, horizontal force rods and / or tension braces,
The beam is a continuous double beam including two same or different continuous single beams attached to both sides of the column, and the continuous single beam and the column are the continuous single beam and the column. A three-dimensional lightweight steel frame that is continuous and unbroken at the cross joint. 前記柱は構造主柱、小型柱、前記壁体内の補強柱、ブレース及び垂直柱及び／又はトラス梁ブレースを含み、前記梁は、水平梁、傾斜梁、上弦梁及び／又は下弦梁及び／又は地つなぎ梁を含み、前記連続単一梁は、Ｌ字状スチール部材、Ｕ字状スチール部材、Ｃ字状スチール部材、Ｚ字状スチール部材、プレート状スチール部材及びスライストラスのうちの少なくとも１つによって形成され、前記桁又はストリンガーは、Ｕ字状スチール部材、Ｃ字状スチール部材、Ｚ字状スチール部材及びスライストラスのうちの少なくとも１つによって形成され、該スライストラスは上弦、下弦及びせん断抵抗ブレースを含み、該上弦又は該下弦はＬ字状スチール部材によって形成され、該せん断抵抗ブレースはＬ字状スチール部材、プレート状スチール部材又は円形スチール部材によって形成され、前記柱は、Ｃ字状スチール部材、開放四角形状スチール部材、屈曲四角形状スチール部材及び四角形状スチール部材のうちの少なくとも１つによって形成され、前記開放四角形状スチール部材にはコンクリート及び／又はセメントモルタルが充填されており、前記屈曲四角形状スチール部材は鋼板を冷間圧延することによって形成され、該鋼板の２つの端部は曲げられて９０度の２つの屈曲端が形成されおり、該２つの屈曲端は、間隔を置いて配置されたリベットによって互いに係合しており、前記連続単一梁は、前記柱に形成された柱連結孔及び前記連続単一梁のウェブに形成された梁連結孔を貫通するボルトによって前記柱に連結されている、請求項１に記載の三次元軽量鋼骨組。   The columns include structural main columns, small columns, reinforcing columns in the wall, braces and vertical columns and / or truss beam braces, wherein the beams are horizontal beams, inclined beams, upper chord beams and / or lower chord beams and / or The continuous single beam includes at least one of an L-shaped steel member, a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, a plate-shaped steel member, and a slice truss. The spar or stringer is formed by at least one of a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, and a slice truss, the slice truss comprising an upper chord, a lower chord, and a shear resistance Including a brace, wherein the upper chord or the lower chord is formed by an L-shaped steel member, and the shear resistance brace is an L-shaped steel member, plate-shaped steel The column is formed of at least one of a C-shaped steel member, an open square steel member, a bent square steel member, and a square steel member, and the open square steel member. The member is filled with concrete and / or cement mortar, and the bent rectangular steel member is formed by cold-rolling a steel plate, and the two ends of the steel plate are bent to form two bends of 90 degrees. The two bent ends are engaged with each other by spaced rivets, and the continuous single beam includes a column connecting hole formed in the column and the continuous single beam. The three-dimensional lightweight steel frame according to claim 1, wherein the three-dimensional light steel frame is connected to the column by a bolt penetrating a beam connection hole formed in a beam web. 前記Ｌ字状スチール部材、前記Ｕ字状スチール部材、前記Ｃ字状スチール部材、前記Ｚ字状スチール部材及び前記開放四角形状スチール部材は曲がった端部を備え、前記Ｕ字状スチール部材の上側フランジ及び下側フランジ、前記Ｃ字状スチール部材の上側フランジ及び下側フランジ又は前記Ｚ字状スチール部材の上側フランジ及び下側フランジは同一の幅又は異なる幅を有し、前記Ｌ字状スチール部材、前記Ｕ字状スチール部材、前記Ｃ字状スチール部材、前記Ｚ字状スチール部材、前記開放四角形状スチール部材、前記屈曲四角形状スチール部材及び前記プレート状スチール部材は、亜鉛メッキ鋼リールを切断及び／又は冷間圧延することによって形成される、請求項２に記載の三次元軽量鋼骨組。   The L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the Z-shaped steel member, and the open rectangular steel member each have a bent end, and an upper side of the U-shaped steel member. A flange and a lower flange, an upper flange and a lower flange of the C-shaped steel member, or an upper flange and a lower flange of the Z-shaped steel member have the same width or different widths, and the L-shaped steel member The U-shaped steel member, the C-shaped steel member, the Z-shaped steel member, the open rectangular steel member, the bent rectangular steel member, and the plate-shaped steel member cut a galvanized steel reel and The three-dimensional lightweight steel frame according to claim 2, which is formed by cold rolling. 前記連続単一梁は、少なくとも１つの重複連結又は少なくとも１つの梁コネクタによって連結された複数の単一梁を含む、請求項１に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel frame of claim 1, wherein the continuous single beam comprises a plurality of single beams connected by at least one overlapping connection or at least one beam connector. 前記床スラブは強化軽量合成床スラブであり、該強化軽量合成床スラブは軽量合成床スラブを含み、該軽量合成床スラブ、前記桁及び前記耐水平力ロッド及び／又はシーリングは、少なくとも１つの床コネクタによって一体的に連結され、前記軽量合成床スラブは前記桁の上に設置され、前記耐水平力ロッド及び／又は前記シーリングは前記桁の下に形成されている、請求項１に記載の三次元軽量鋼骨組。   The floor slab is a reinforced light weight synthetic floor slab, the reinforced light weight synthetic floor slab includes a light weight synthetic floor slab, and the light weight synthetic floor slab, the girder and the horizontal force rod and / or the sealing are at least one floor. The tertiary according to claim 1, wherein the tertiary is integrally connected by a connector, the lightweight synthetic floor slab is installed on the beam, and the horizontal force rod and / or the sealing is formed under the beam. Original lightweight steel frame. 前記軽量合成床スラブは床デッキを含み、該床デッキはプロファイル鋼板によって形成され、該プロファイル鋼板は波形のプロファイル鋼板又は折り返し形のプロファイル鋼板であり、前記プロファイル鋼板の厚さは０．２〜１．０ｍｍで溝の深さは３０〜５０ｍｍであり、前記プロファイル鋼板にはコンクリート及び／又はセメントモルタルが充填されており、該コンクリート及び／又はセメントモルタルは内蔵のひび割れ防止メッシュ及び／又はひび割れ防止繊維によって取り囲まれ、前記コンクリート及び／又はセメントモルタルと前記プロファイル鋼板の頂部との間の高さの差は５０ｍｍ未満であり、前記プロファイル鋼板は前記床コネクタによって前記桁に連結されており、前記床コネクタはタッピンネジ、スリーブ及び／又はベアリングガスケットを含み、該スリーブは前記タッピンネジにしっかり取り付けられ、前記スリーブは金属又はプラスチックでできており、前記スリーブの少なくとも一方側が拡張されて前記ベアリングガスケットを形成し、前記桁は１８０ｃｍ未満の間隔で配置され、前記軽量合成床スラブの少なくとも一対の対向する角部は前記耐水平力ロッドに境界され、前記耐水平力ロッドはストリップスチールによって形成され、該ストリップスチールはタッピンネジによって前記桁に連結され、前記シーリングは第１のリブ付拡張スチールメッシュを含み、該第１のリブ付拡張スチールメッシュは第１のＶ字状リブ及び第１の拡張メッシュ面を含み、前記第１のリブ付拡張スチールメッシュはタッピンネジ及び／又は空気釘によって前記桁に連結され、前記シーリングにはセメントモルタルが充填され、該セメントモルタルは内蔵のひび割れ防止メッシュ及び／又はひび割れ防止繊維によって取り囲まれている、請求項５に記載の三次元軽量鋼骨組。   The lightweight synthetic floor slab includes a floor deck, the floor deck is formed of a profile steel plate, the profile steel plate is a corrugated profile steel plate or a folded profile steel plate, and the thickness of the profile steel plate is 0.2-1. The profile steel plate is filled with concrete and / or cement mortar, and the concrete and / or cement mortar has a built-in crack prevention mesh and / or crack prevention fiber. The height difference between the concrete and / or cement mortar and the top of the profile steel plate is less than 50 mm, the profile steel plate is connected to the girder by the floor connector, and the floor connector Tapping screws, sleeves and / or screws A ring gasket, wherein the sleeve is securely attached to the tapping screw, the sleeve is made of metal or plastic, and at least one side of the sleeve is expanded to form the bearing gasket, and the spar is spaced apart by less than 180 cm. Disposed, at least a pair of opposing corners of the lightweight composite floor slab are bounded by the horizontal force-resistant rod, the horizontal force-resistant rod is formed by strip steel, which is connected to the spar by tapping screws, The sealing includes a first ribbed expanded steel mesh, the first ribbed expanded steel mesh including a first V-shaped rib and a first expanded mesh surface, the first ribbed expanded steel mesh. Is connected to the girder by tapping screws and / or air nails Is the the ceiling is filled with cement mortar, the cement mortar is surrounded by an internal crack prevention mesh and / or preventing cracks fibers, three-dimensional lightweight steel framework of claim 5. 前記連続単一梁は埋め込み連続単一梁であり、Ｌ字状スチール部材、Ｃ字状スチール部材又はＺ字状スチール部材によって形成されるとともに前記柱に対応する前記埋め込み連続単一梁の上側フランジ及び下側フランジは、前記柱と前記埋め込み連続単一梁との十字接合部において前記柱が前記埋め込み連続単一梁に埋め込まれるように切断されており、前記埋め込み連続単一梁は、前記柱に形成された柱連結孔及び前記埋め込み連続梁のウェブに形成された梁連結孔を貫通するボルトによって前記柱に連結されている、請求項１乃至６のいずれか一項に記載の三次元軽量鋼骨組。   The continuous single beam is an embedded continuous single beam, and is formed by an L-shaped steel member, a C-shaped steel member, or a Z-shaped steel member, and corresponds to the upper flange of the embedded continuous single beam. And the lower flange is cut so that the column is embedded in the embedded continuous single beam at a cross-joint portion between the column and the embedded continuous single beam, The three-dimensional light weight according to any one of claims 1 to 6, wherein the three-dimensional light weight is connected to the column by a bolt penetrating the column connection hole formed in the beam and the beam connection hole formed in the web of the embedded continuous beam. Steel frame. 補強構造をさらに含む、請求項１乃至６のいずれか一項に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel frame according to any one of claims 1 to 6, further comprising a reinforcing structure. 前記下弦梁は、上方開口を有する開放四角形状スチール部材によって形成されており、前記柱又は前記ブレースと重複する該開放四角形状スチール部材の部分は切断されており、前記補強構造を形成するために、前記開放四角形状スチール部材は、前記開放四角形状スチール部材のウェブに形成された梁連結孔及び前記柱又は前記ブレースに形成された柱連結孔を貫通するボルトによって前記柱又は前記ブレースに連結されている、請求項８に記載の三次元軽量鋼骨組。   The lower chord beam is formed by an open quadrangular steel member having an upper opening, and a portion of the open quadrangular steel member that overlaps the pillar or the brace is cut to form the reinforcing structure. The open rectangular steel member is connected to the pillar or the brace by a beam connecting hole formed in a web of the open rectangular steel member and a bolt passing through a pillar connecting hole formed in the pillar or the brace. The three-dimensional lightweight steel frame according to claim 8. 前記補強構造は、前記梁及び前記柱の中心線の交差点に配置された位置決め孔であり、該位置決め孔はボルト又は円錐状の鋼棒により前記梁と前記柱とを仮留めするためのものである、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a positioning hole arranged at an intersection of the beam and the center line of the column, and the positioning hole is for temporarily fixing the beam and the column with a bolt or a conical steel rod. The three-dimensional lightweight steel frame according to claim 8. 前記補強構造を形成するために、２つの連続単一梁の間の空間及び／又は前記柱の間の空洞及び／又は前記下弦梁の開放四角形状スチール部材の空洞には、コンクリート及び／又はセメントモルタルが充填されている、請求項８又は９及に記載の三次元軽量鋼骨組。   In order to form the reinforcing structure, the space between two continuous single beams and / or the cavity between the columns and / or the cavity of the open quadrangular steel member of the lower chord beam may be concrete and / or cement. The three-dimensional lightweight steel frame according to claim 8 or 9, which is filled with mortar. 前記補強構造は、前記ボルトの周囲に配置されるとともに、前記梁及び前記柱を較正した後に前記梁及び前記柱を仮留めするための複数のタッピンネジであり、該複数のタッピンネジは前記柱の間の空洞又は前記下弦梁の開放四角形状スチール部材にコンクリート及び／又はセメントモルタルを充填した後に取り外される、請求項８、９及び１１のいずれか一項に記載の三次元軽量鋼骨組。   The reinforcing structure is arranged around the bolt, and is a plurality of tapping screws for temporarily fixing the beam and the column after the beam and the column are calibrated, and the plurality of tapping screws are between the columns. The three-dimensional lightweight steel frame according to any one of claims 8, 9 and 11, which is removed after filling an open quadrangular steel member of the hollow or the lower chord beam with concrete and / or cement mortar. 前記補強構造を形成するために、コンクリート及び／又はセメントモルタルが充填される前記２つの連続単一梁の間の空間内及び／又は前記柱の間の空洞内又は前記下弦梁を形成する開放四角形状スチール部材に、支持スチール部材が配置され、該支持スチール部材は棒鋼、スターラップ又はプレストレススチールワイヤである、請求項８、９及び１１のいずれか一項に記載の三次元軽量鋼骨組。   In order to form the reinforcing structure, open squares form in the space between the two continuous single beams filled with concrete and / or cement mortar and / or in the cavity between the columns or the lower chord beam The three-dimensional lightweight steel framework according to any one of claims 8, 9 and 11, wherein a supporting steel member is disposed on the shaped steel member, and the supporting steel member is a steel bar, a stirrup or a prestressed steel wire. 前記スターラップは四角形のスターラップ、円形のスターラップ、螺旋形のスターラップ又は円形のスチールメッシュであり、前記プレストレススチールワイヤはスリーブを備える、請求項１３に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel framework according to claim 13, wherein the stirrup is a square stirrup, a circular stirrup, a helical stirrup or a circular steel mesh, and the prestressed steel wire comprises a sleeve. 前記棒鋼、前記スリーブ及び前記プレストレススチールワイヤは前記柱を貫通する、請求項１３又は１４に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel framework according to claim 13 or 14, wherein the steel bar, the sleeve, and the prestressed steel wire penetrate the column. 前記補強構造は、前記梁に形成された梁連結孔又は前記柱に形成された柱連結孔を取り囲む増肉鋼板であり、該増肉鋼板はリベット及び／又はリベットクリンチ接合及び／又は溶接により前記梁又は前記柱に連結されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a thickened steel plate surrounding a beam connecting hole formed in the beam or a column connecting hole formed in the column, and the thickened steel plate is formed by rivet and / or rivet clinch joining and / or welding. The three-dimensional lightweight steel frame according to claim 8 connected to a beam or the column. 前記補強構造は前記梁の連結孔を取り囲むパンチ溝であり、該パンチ溝は前記柱に形成された柱連結孔に埋め込まれており、前記柱に形成された前記柱連結孔の直径は前記パンチ溝の幅よりも大きい、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a punch groove surrounding the connecting hole of the beam, and the punch groove is embedded in a column connecting hole formed in the column, and the diameter of the column connecting hole formed in the column is the punching hole. The three-dimensional lightweight steel frame according to claim 8, wherein the three-dimensional light steel frame is larger than the width of the groove. 前記補強構造は、前記梁の外側に取り付けられた追加の外装部材であり、該追加の外装部材はＬ字状スチール部材、Ｕ字状スチール部材、Ｃ字状スチール部材、プレート状スチール部材、四角形状スチール部材又は四角形状木材によって形成されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is an additional exterior member attached to the outside of the beam, and the additional exterior member is an L-shaped steel member, a U-shaped steel member, a C-shaped steel member, a plate-shaped steel member, a square steel member, The three-dimensional lightweight steel frame according to claim 8, wherein the three-dimensional lightweight steel frame is formed of a shape steel member or a square-shaped wood. 前記梁と前記追加の外装部材との間に断熱ガスケットが配置されている、請求項１８に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel frame according to claim 18, wherein a heat insulating gasket is disposed between the beam and the additional exterior member. 前記補強構造を形成するために、前記柱はスポット溶接スチールメッシュ、編み込みスチールメッシュ又は拡張スチールメッシュによって取り囲まれるとともにセメントモルタルによって前記壁体に連結されている、請求項８に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel according to claim 8, wherein the pillar is surrounded by a spot welded steel mesh, a braided steel mesh or an expanded steel mesh and connected to the wall body by a cement mortar to form the reinforcing structure. Skeleton. 前記補強構造は一体配置されたスチールフレームであり、該一体配置されたスチールフレームは角コネクタ、ボルト強化ガスケット、枠体、埋め込みボルト及び引き抜け防止ナットを含み、該埋め込みボルトは、該角コネクタを通じて前記柱のベース部に連結され、該枠体は上方開口と、埋め込み孔と、該上方開口の端部にある屈曲端とを有するＣ字状スチール部材によって形成され、該ボルト強化ガスケットは前記埋め込み孔の上に配置されるとともに位置決め孔を備え、該Ｃ字状スチール部材には、前記埋め込みボルトが固定された後でコンクリートが充填され、前記柱のベース部は前記一体配置されたスチールフレームに配置されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is an integrally disposed steel frame, and the integrally disposed steel frame includes a corner connector, a bolt reinforcing gasket, a frame body, an embedded bolt, and a pull-out prevention nut, and the embedded bolt passes through the corner connector. The frame is connected to a base portion of the pillar, and the frame is formed by a C-shaped steel member having an upper opening, an embedding hole, and a bent end at an end of the upper opening, and the bolt-reinforced gasket is the embedding The C-shaped steel member is disposed on the hole and includes a positioning hole, and the C-shaped steel member is filled with concrete after the embedded bolt is fixed, and the base portion of the pillar is attached to the integrally disposed steel frame. The three-dimensional lightweight steel frame according to claim 8, which is arranged. 前記埋め込みボルトは、前記ボルト強化ガスケット又は前記Ｃ字状スチール部材の埋め込み孔の下にある前記引き抜け防止ナットにねじ込まれている、請求項２１に記載の三次元軽量鋼骨組。   The three-dimensional lightweight steel frame according to claim 21, wherein the embedded bolt is screwed into the pull-out prevention nut under the embedded hole of the bolt-reinforced gasket or the C-shaped steel member. 前記補強構造は前記構造主柱の外側に取り付けられた補強部材であり、該補強部材は、前記構造主柱を取り囲む鉄骨柱及び／又は強化コンクリート柱を含み、該鉄骨柱及び／又は強化コンクリート柱は前記梁と前記柱との十字接合部において連続しているか又は断絶しており、前記鉄骨柱及び前記構造主柱の間の空間にコンクリート又はセメントモルタルが充填されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a reinforcing member attached to the outside of the structural main column, and the reinforcing member includes a steel column and / or a reinforced concrete column surrounding the structural main column, and the steel column and / or the reinforced concrete column. 9 is continuous or disconnected at a cross joint between the beam and the column, and the space between the steel column and the structural main column is filled with concrete or cement mortar. 3D lightweight steel frame. 前記補強構造は、前記２つの連続二重梁の間に設置されるプレキャストコンクリート壁スラブ及び／又はプレキャスト軽量コンクリート壁スラブ及び／又はプレキャスト空洞コンクリート壁スラブである、請求項８に記載の三次元軽量鋼骨組。   The three-dimensional light weight according to claim 8, wherein the reinforcing structure is a precast concrete wall slab and / or a precast light concrete wall slab and / or a precast hollow concrete wall slab installed between the two continuous double beams. Steel frame. 前記補強構造は前記柱の間に設置される合成壁体であり、該合成壁体は合成壁面を含み、該合成壁面は第２のリブ付拡張メッシュ、セメントモルタル層、留め具及びストレススキン構造を含み、前記合成壁面は前記柱の少なくとも一方側に取り付けられ、前記合成壁面が前記柱の一方側のみに取り付けられている場合、前記耐水平力ロッドは前記柱の他方側に配置されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a synthetic wall body installed between the columns, the synthetic wall body includes a synthetic wall surface, and the synthetic wall surface includes a second ribbed expansion mesh, a cement mortar layer, a fastener, and a stress skin structure. The composite wall surface is attached to at least one side of the column, and the horizontal force rod is disposed on the other side of the column when the composite wall surface is attached only to one side of the column. The three-dimensional lightweight steel frame according to claim 8. 前記第２のリブ付拡張メッシュは第２のＶ字状リブ及び第２の拡張メッシュ面を含み、前記第２のリブ付拡張メッシュは前記留め具によって前記柱に固定され、前記留め具はタッピンネジ又は空気釘であり、前記耐水平力ロッドはストリップスチールによって形成されている、請求項２５に記載の三次元軽量鋼骨組。   The second ribbed expansion mesh includes a second V-shaped rib and a second expansion mesh surface, and the second ribbed expansion mesh is fixed to the column by the fastener, and the fastener is a tapping screw. 26. The three-dimensional lightweight steel frame according to claim 25, wherein the horizontal force rod is formed of strip steel. 前記合成壁体は補強部材をさらに含み、該補強部材は固定ガスケット及びひび割れ防止部材を含み、該固定ガスケットは前記空気釘を据え付けるために前記第２のＶ字状リブの溝にしっかり取り付けられており、前記固定ガスケットは硬質プラスチックでできており、前記ひび割れ防止部材は前記コンクリート又はセメントモルタル内の繊維ガラスメッシュ又はスポット溶接金属メッシュ又は繊維である、請求項２６に記載の三次元軽量鋼骨組。   The composite wall further includes a reinforcing member, and the reinforcing member includes a fixing gasket and a crack preventing member, and the fixing gasket is firmly attached to the groove of the second V-shaped rib for installing the air nail. 27. The three-dimensional lightweight steel frame according to claim 26, wherein the fixing gasket is made of hard plastic, and the crack preventing member is a fiber glass mesh or spot welded metal mesh or fiber in the concrete or cement mortar. 前記補強構造は前記柱の間に設置される合成壁体であり、該合成壁体は前記構造主柱、前記小型柱及び／又は前記合成壁体内の補強柱及び前記梁と前記柱との間に設置される前記ブレースを取り囲み、前記合成壁体は２つの第２のリブ付拡張メッシュと、少なくとも１つの結合部材と、絶縁層と、支持部材とを含み、該２つの第２のリブ付拡張メッシュは少なくとも１つの留め具によって前記構造主柱、前記小型柱及び前記補強柱の両側に固定されており、該少なくとも１つの留め具はタッピンネジ又は空気釘であり、前記合成壁体は前記第２のリブ付拡張メッシュの間に配置され、前記絶縁層は前記第２のリブ付拡張メッシュの間に設置され、前記第２のリブ付拡張メッシュは第２のＶ字状リブ及び第２の拡張メッシュ面を含み、前記支持部材は前記第２のＶ字状リブの外側に位置し、前記結合部材はスチールワイヤ又はプラスチックワイヤであり、前記結合部材は前記第２のリブ付拡張メッシュの第２のＶ字状リブ及び／又は前記第２のリブ付拡張メッシュの第２のＶ字状リブに垂直に配置された前記支持部材に取り付けられ、前記合成壁体には建築廃棄残留物、土、草、コンクリート又は軽量コンクリートが充填されている、請求項８に記載の三次元軽量鋼骨組。   The reinforcing structure is a composite wall body installed between the columns, and the composite wall body includes the structural main column, the small column, and / or the reinforcing column in the composite wall and between the beam and the column. The composite wall body includes two second ribbed expansion meshes, at least one coupling member, an insulating layer, and a support member, and the two second ribbed ribs. The expansion mesh is fixed to both sides of the structural main column, the small column and the reinforcing column by at least one fastener, the at least one fastener is a tapping screw or an air nail, and the synthetic wall body is the first wall. Disposed between the two ribbed expanded meshes, the insulating layer is disposed between the second ribbed expanded meshes, and the second ribbed expanded mesh includes a second V-shaped rib and a second ribbed mesh. Said support comprising an expanded mesh surface The material is located outside the second V-shaped rib, the coupling member is a steel wire or a plastic wire, and the coupling member is a second V-shaped rib of the second ribbed expanded mesh and / or Or attached to the support member arranged perpendicular to the second V-shaped ribs of the second ribbed expanded mesh, and the composite wall body is made of building waste residue, soil, grass, concrete or lightweight concrete The three-dimensional lightweight steel frame according to claim 8, which is filled. 前記補強構造は、前記柱の一方側に配置された前記耐水平力ロッドであり、前記耐水平力ロッドはストリップスチールでできており、前記耐水平力ロッドの上端はロッド連結孔を備えるとともに、前記耐水平力ロッドに形成されたロッド連結孔及び前記柱に形成された柱連結孔を貫通するボルトによって前記柱に連結されており、前記耐水平力ロッドの下端は張力孔を備えるとともに、タッピンネジによって前記柱の一方側に固定されるように９０度曲げられている、請求項８又は２７に記載の三次元軽量鋼骨組。   The reinforcing structure is the horizontal force rod arranged on one side of the column, the horizontal force rod is made of strip steel, and the upper end of the horizontal force rod is provided with a rod connecting hole, The rod is connected to the column by a rod connecting hole formed in the horizontal force-resistant rod and a bolt penetrating the column connecting hole formed in the column, and the lower end of the horizontal force-resistant rod has a tension hole and a tapping screw. 28. The three-dimensional lightweight steel frame according to claim 8 or 27, wherein the three-dimensional light steel frame is bent 90 degrees so as to be fixed to one side of the column. 前記地つなぎ梁は２つの同一の連続単一梁を含み、該連続単一梁はスライストラスによって形成され、該スライストラスは上弦、下弦及びせん断抵抗ブレースを含み、該上弦及び／又は該下弦はＬ字状スチール部材によって形成され、該せん断抵抗ブレースはＬ字状スチール部材及び／又はプレート状スチール部材及び／又は円形スチール部材によって形成されている、請求項１乃至６のいずれか一項に記載の三次元軽量鋼骨組。   The ground beam includes two identical continuous single beams, which are formed by a slice truss, the slice truss including an upper chord, a lower chord and a shear resistance brace, wherein the upper chord and / or the lower chord is 7. Formed by an L-shaped steel member, the shear resistance brace being formed by an L-shaped steel member and / or a plate-shaped steel member and / or a circular steel member. 3D lightweight steel frame.
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