200525068 玖、發明說明： L· ]j 技術領域 本發明係有關於一種具有混凝土骨架之建物或木造建 5物之地板支持構造，特別是有關於一種為了隔音而改良不 固定地支持於骨架或連續底座之支持面之地板支持構造。 背景技術 以在，在集合住宅等具有混凝土骨架之建物中，構成 10如下述建物之地板支持構造是眾所皆知的，即：不使用雉 柱而將橫樑不固定地浮動支持於混凝土骨架之樑等之地板 支持面上，且施加於地板支持面上之地板之震動嗓音不會 經由骨架傳送至樓下，並防止所謂「聲橋現象」之產生以 提高隔音性能者(例如，參照專利文獻^。 15 (專利文獻1)日本專利公開公報特開2〇〇1_8189丨號公報 【發^明内容^】 發明之揭示 發明所欲解決之課題 然而，前述專利文獻丨中所揭示之地板支持構造係由於 20橫標以跨立狀態浮動支持於混凝土骨架之樑上（樓板上不 存在原來用以支持橫樑之短柱），因此，如第8圖戶斤示，於 4只樑上因其固^負載而產生彎矩並向下撓曲，且於其中爽 口P刀撓曲里會增加，因而產生地板之震動噪音，特別是在 增長設定橫樑之支持跨距時會進一步增加該傾向。 200525068 故，一般認為用以解決此種問題之方法係提高橫樑之 剛性，然而，若依此構成，則不僅導致橫樑之重量增加， 且其處理亦變得困難，並有地板結構體之成本大幅增加之 其他問題。 有鑑於此，本發明之目的係提供一種新的建物之地板 支持構造，其係構成為可將彎矩賦予至前述橫樑並可防止 產生因橫樑之撓曲所造成之地板之震動問題，且前述彎矩 係可抵抗前述橫標之固定負載之彎矩者。 解決課題之手段 10 15 4之自由端π置有推壓機構，且藉由緩衝材將該推壓機構 之端部推至前述支持部之側面上，藉此，可將前述橫樑可 朝上方呈凸狀撓曲之彎矩賦予至該橫樑。 為了達成前述目的’如申請專利範圍第i項之發明係一 種建物之地板支持構造，其係於_地相對設置在骨架之 支持部之上面㈣定地交聯支持橫樑且於賤樑上敷設地 板者’其特徵在於：於前述橫樑之兩端部分別設置橫支承 構件，且該橫支承構件包含有固定於前述橫樑之安裝部； 及一體設置於該絲部功下方延長之臂部，X，於該臂 為了達成前述目的，如申請專利範圍第2項之發明係一 種建物之地板支持構造，其·_地相對設置在木造建 物之連續餘之切部上面交聯域難，且於該橫樑上 敷設地板者’其贿紐：於前述_之兩料分別設置 又 20 200525068 於該臂部之自由端設置有推壓機構，且藉由緩衝材將該推 壓機構之端部推至前述支持部之側面上，藉此，可將前述 檢樑可朝上方呈凸狀撓曲之彎矩賦予至該橫樑。 為了達成前述目的，如申請專利範圍第3項之發明係如 5申請專利範圍第丨或2項之建物之地板支持構造，其中於前 述複數橫樑之長向之中間部直列配置與該等橫樑交又之複 數補強構件，且藉由連結接頭一體結合各補強構件之兩端 部與面對該兩端部之前述橫樑之側面。 為了達成前述目的，如申請專利範圍第4項之發明係如 10申請專利範圍第1、2或3項之建物之地板支持構造，其中前 述橫支承構件之安裝部係設置於前述橫樑之長向且可調節 位置。 ° 為了達成前述目的，如申請專利範圍第5項之發明係如 申請專利範圍第1、2、3或4項之建物之地板支持構造，其 15中設置於前述橫支承構件之前述臂部自由端之前述推壓機 構可相對於前述支持部之側面進退調節。 如前所述，若藉由如申請專利範圍第丨或2項之發明， 則由於構成為可將浮動支持於支持部上之橫樑可朝上方呈 凸狀撓曲之彎矩賦予至該橫樑，因此，地板可確保高产之 20隔音性能，且盡量地降低相對於作用在地板之負載之撓曲 變形而防止地板之震動問題。 又，若藉由如申請專利範圍第3項之發明，則由於藉由 補強構件補強橫樑之中間部，因此可提高橫樑本身之剛 性，且橫樑係與彎矩之賦予作用複合而可進一步提高防止 200525068 地板震動問題之效果。 明’則由於橫 支承=:=專利_4項之發 可簡單地進向:可調節位置，因此 確保因應地板負載之地板之剛性。整’且可輕易地 再者，若藉由如申請專利範圍第5項 置於橫支承構件臂部之自由端之推壓 ^ ’則由於設 支持部側面進退★周節，0 了相對於橫樑之 樑之彎 蚁调即’因此可精密調整施加於橫 10 ’且可極精細地調整因應地板負載之地板之剛性 【】 發明之較佳實施形態 以下，依據附圖所列舉之本發明之實施例，具體說明 本發明之實施形態。 首先’參照第1〜8圖，說明本發明之第i實施例，又， 15該第1實施例係於混凝土骨架構造之集合住宅中實施本發 明之地板支持構狀情形，第丨圖係地板支持構造之全體透 視圖，第2圖係沿著第i圖之2 — 2線之放大截面圖，第3圖係 第2圖之3視像假想線包圍之部分之放大圖，第4圖係沿著第 3圖之4一4線之截面圖，第5圖係沿著第3圖之5〜5線之截面 20圖，第6〜8圖係本發明之作用說明圖。 於第1、2圖中，構成集合住宅之架構之混凝土骨架戸 包含有··朝水平方向延伸且將建物區分為複數層之水平骨 架部分Fh ;及朝垂直方向延伸且相互連結上下水平骨架部 分Fh之垂直骨架部分Fv。 200525068 集合住宅之一居住空間係藉由構成水平骨架部分p h之 上下樓板1 ;及結合該等樓板1間且構成垂直骨架部分Fv之 壁式骨架壁2來區分。增設部3係分別於相對之壁式骨架壁2 之下部（與樓板1之結合部）一體成形（於利用基礎板將混凝 5 土骨架成形時一體成形）。如第3圖所示，各增設部3係形成 為截面梯狀且具有略呈水平之上面3U與略呈垂直之側面 3s，且分別地，該上面3U係形成後述橫樑BSi支持面，又， 其側面3s係形成後述橫支承構件3丁之推壓面。200525068 发明 、 Explanation of the invention: L ·] j TECHNICAL FIELD The present invention relates to a floor support structure of a building with a concrete framework or a wooden structure, and particularly relates to a structure that is not fixedly supported on a framework or continuous for improvement of sound insulation. Floor support structure of the support surface of the base. 2. Description of the Related Art In a building having a concrete skeleton such as a collective house, a floor supporting structure constituting a structure such as the following is known, that is, a cross beam is floating without being supported on the concrete skeleton without using a pillar. Beams and other floor support surfaces, and the vibration noise of the floor applied to the floor support surface will not be transmitted downstairs through the skeleton, and the so-called "acoustic bridge phenomenon" is prevented to improve the sound insulation performance (for example, refer to patent documents ^. 15 (Patent Document 1) Japanese Patent Laid-Open Publication No. 2000-1 8189 丨 [Disclosure of Contents ^] Disclosure of Invention Problems to be Solved by the Invention However, the floor supporting structure disclosed in the aforementioned Patent Document 丨Because the 20-horizontal standard floats on the beam of the concrete skeleton in a straddling state (there are no short columns originally used to support the cross-beam), therefore, as shown in Figure 8, the households are fixed on the 4 beams because of its rigidity ^ The bending moment is generated by the load and flexed downwards, and the deflection of the refreshing P-knife will increase, which will cause the vibration noise of the floor, especially in the setting of the supporting span of the beam. This tendency will be further increased. 200525068 Therefore, it is generally believed that the method to solve this problem is to increase the rigidity of the beam. However, if this structure is adopted, not only the weight of the beam will increase, but also its handling will become difficult. In view of this, the object of the present invention is to provide a new floor support structure for a building, which is configured to impart a bending moment to the aforementioned beam and prevent the beam from being deformed by the beam. The vibration of the floor caused by the bending, and the aforementioned bending moment can resist the bending moment of the fixed load of the horizontal bar. The means to solve the problem 10 15 4 is provided with a pressing mechanism at the free end π, and the cushioning material The end of the pressing mechanism is pushed to the side of the supporting part, whereby the bending moment of the beam which can be convexly bent upward can be imparted to the beam. In order to achieve the aforementioned purpose, such as item i of the scope of patent application The invention is a floor support structure of a building, which is fixedly cross-linked to support a cross beam and is laid on a base beam. The boarder 'is characterized in that transverse support members are respectively provided at both ends of the aforementioned crossbeam, and the transverse support member includes a mounting portion fixed to the aforementioned crossbeam; and an arm portion which is integrally provided under the wire portion, X In order to achieve the aforementioned purpose in the arm, for example, the invention in item 2 of the scope of patent application is a floor support structure of a building, which is relatively difficult to cross-link in the cross-section of a wooden building, and Those who lay the floor on the beams have their bribes: the two materials mentioned above are installed separately. 20 200525068 A pushing mechanism is set at the free end of the arm, and the end of the pushing mechanism is pushed to the aforementioned by a buffer material. On the side of the supporting part, the bending moment that the aforementioned inspection beam can be bent upward in a convex shape can be given to the beam. In order to achieve the aforementioned purpose, the invention of item 3 in the scope of patent application is the scope of patent application in 5 The floor supporting structure of the building of item 丨 or 2 is a structure in which a plurality of reinforcing members that intersect with these beams are arranged in line in the middle of the longitudinal direction of the aforementioned plurality of beams, and each reinforcement is integrally combined by connecting joints. Both ends of the strong member and sides of the aforementioned beams facing the both ends. In order to achieve the foregoing object, for example, the invention of the fourth scope of the patent application is a floor support structure of the building such as the scope of the first, second, or third scope of the tenth patent application, wherein the installation part of the aforementioned transverse support member is provided in the longitudinal direction of the aforementioned beam. And adjustable position. ° In order to achieve the foregoing object, if the invention in the scope of patent application No. 5 is a floor support structure of the building in the scope of patent application No. 1, 2, 3, or 4, the above-mentioned arm portion of the transverse support member is freely provided in 15 The aforementioned pushing mechanism can be adjusted forward and backward relative to the side of the supporting portion. As mentioned above, if the invention as claimed in the scope of patent application No. 丨 or 2 is adopted, since the beam that is floatingly supported on the supporting part can be given a bending deflection upwardly to the beam, Therefore, the floor can ensure a high-yield 20 sound insulation performance, and minimize the flexural deformation relative to the load acting on the floor to prevent the vibration of the floor. In addition, if the invention according to the third item of the patent application scope is used, the middle part of the beam is reinforced by the reinforcing member, so the rigidity of the beam itself can be improved, and the combination of the beam system and the imparting effect of the bending moment can be further improved. 200525068 The effect of floor vibration problems. For Ming ’s, because the horizontal support =: = patent_4 is issued, the direction can be simply adjusted: the position can be adjusted, so the rigidity of the floor in response to the floor load is ensured. It can be easily adjusted, and if it is pushed by the free end of the arm of the horizontal support member as described in item 5 of the patent application ^ ', because the support part is set to advance and retreat on the side ★ Week section, 0 is relative to the beam The bending ant tuning of the beam means 'therefore precise adjustment can be applied to the horizontal 10' and the rigidity of the floor in response to the load on the floor can be adjusted very finely. [Preferred embodiments of the invention The following is the implementation of the invention according to the drawings Examples specifically describe embodiments of the present invention. First, referring to FIGS. 1 to 8, the i-th embodiment of the present invention will be described, and the first embodiment is a case where the floor support configuration of the present invention is implemented in a collective housing with a concrete skeleton structure. The overall perspective view of the supporting structure, FIG. 2 is an enlarged cross-sectional view taken along line 2-2 of FIG. I, and FIG. 3 is an enlarged view of a portion surrounded by the imaginary line of FIG. 3, FIG. 4 A cross-sectional view taken along line 4 to 4 of FIG. 3, a fifth view taken along line 5 to 5 of FIG. 20 and a second view taken from 6 to 8 are illustrations of the function of the present invention. In Figures 1 and 2, the concrete skeleton 构成 constituting the structure of the collective house includes a horizontal skeleton portion Fh extending in the horizontal direction and dividing the building into multiple layers; and a horizontal skeleton portion extending in the vertical direction and interconnecting the upper and lower horizontal skeletons. The vertical skeleton part Fv of Fh. 200525068 A residential space of a collective house is distinguished by the upper and lower floors 1 constituting the horizontal skeleton part p h; and the wall-type skeleton wall 2 combining these floors 1 and constituting the vertical skeleton part Fv. The additional part 3 is formed integrally with the lower part of the opposite wall-type skeleton wall 2 (the joint part with the floor slab 1) (in the case of using the base plate to form the concrete 5 soil skeleton), it is integrally formed. As shown in FIG. 3, each additional portion 3 is formed in a cross-section ladder shape and has a slightly horizontal upper surface 3U and a slightly vertical side surface 3s, and the upper surface 3U system respectively forms a later-mentioned beam BSi support surface. The side surface 3s forms a pressing surface of a lateral support member 3d which will be described later.
如第1、2圖所示，於相對之壁式骨架壁2下部之增設部 10 3上面3u間，透過後述支持機構H，平行並列之複數橫樑BS 之兩端部係不固定地以跨立狀態浮動支持於混凝土骨架F。 如第3〜5圖所示，各橫樑BS係藉由朝垂直方向延伸之 垂直部10，與透過傾斜面一體連接於該垂直部1〇之上下且 截面呈溝渠狀之上、下端部n、12來構成，且於前述垂直 15部10上朝長向間隔地穿設有複數通孔13。 複數橫樑BS之端部係藉由下述支持機構H浮動支持於 混凝土骨架F之橫樑BS之支持部，即，壁式骨架壁2之增設 部3之上面3u上。 如第5圖中清楚顯示，地板支持機構Η係包含有：彎曲 °成形為槽狀之辞鐵板製支持板36 ;截面凹狀之防震橡膠 37，一對水平調整螺栓38 ;及分別螺插於該等水平調整螺 检38之-對鎖緊螺帽42，又，前述支持板36具有朝左右兩 側略呈水平地伸出之伸出部36a，錄該等伸出部36a上穿 设可貫通前述水平調整螺栓38之螺栓孔，同時於該等伸出 200525068 部36a之下面焊接與該螺栓孔同心且螺插水平調整螺栓％ 之烊接螺帽39。又，於剞述支持板36之凹部以些許間隙支 座甘欠合鈿述防震橡膠37，此時，支持板36之凹部與防震橡 膠37並未一體接合。又，前述一對水平調整螺栓％係於其 5下端之頭部38a下面分別連結圓形之支座板40且可自由震 盪，於該支座板40之下面接著有圓盤狀之緩衝橡膠41。 利用該地板支持機構Η將橫樑BS支持於增設部3之上 面3u時，係將一對水平調整螺栓38之外螺紋部38b螺插於一 對焊接螺帽39,同時使伸出部36a貫通，並於自左右伸出部 1〇 3如突出之外螺紋部38b之自由端螺接鎖緊螺帽42。藉此， 支持板36由一對水平調整螺栓38支持，且該等水平調整螺 拴38之支座部40透過緩衝橡膠41支座於增設部3之上面 3u。此時，水平調整螺栓38並未固定於增設部3上，因此， 一對水平調整螺栓38可相對於增設部3之上面3u|由地橫 向移動，且於支持板36之底面與增設部3間形成間隙，使支 持板36之底面不會與該增設部3接觸。前述防震橡膠”係不 固定地緊密嵌合於支持板36之凹部，且橫樑BS之下端部12 不固定地支持於該防震橡膠37上。 構成地板支持機構Η之支持板36、一對水平調整螺栓 2〇 38、一對鎖緊螺帽42及防震橡膠37皆未相互固定而可自由 分離。 如第3圖所示，於橫樑3§之兩端面與壁式骨架壁2間留 有間隙，且該等橫樑BS之端面與混凝土骨架F不會直接接 觸，同時施加於橫樑BS之震動不會直接傳送至混凝土骨架 200525068 F 〇 10 15 如第3、4圖所示，於橫樑BS之兩端部上，有關本發明 之橫支承構件ST係固定於該橫樑BS之長向且可調^伋 置。該橫支承構件ST係由安裝部20與由該安裝部—體向下 延長之臂部21所構成。安裝部20係形成為板狀’並沿著Z 樑BS之一側面接合且可朝該橫樑BS之長向滑動。於安裝: 20與橫樑BS之垂直部_對之部分，純向穿設有一董= 該橫樑BS之通孔13-致之長孔23，且藉由貫通該等長孔^ 與前述通孔丨3之安裝螺栓Μ及螺合於該絲螺約之 25，橫支承構件ST之安裝部2〇可固定在橫襟bs上。目 又，前述臂部21係朝下方延長為尖細狀，且於該臂部 21之自由端’即，下端設置有推壓機構P。該推壓機構P1 有沿著橫WS之長向插通於臂部21下端之調節螺肋，且 藉由將螺合於侧節螺栓27之螺巾|28、29螺接於臂抑之 前後面，調節螺栓可固以臂部21之下端。於調節螺检η 之增設部3側之端部設置有將緩衝材3ι固定於外端面之支 座板30。藉由放鬆螺帽28、2Q，-Γ处 可使調節螺栓27於增設部3 相對於側面3s進退調節。 各橫支承構件STm卩U下料勘減機構p推至 增设部3之側面3s±，且藉由承受來自該增輝之歷縮反 力〇(參照第7、8圖），可將橫妞 、梁BS朝上方呈凸狀撓曲之彎矩 m(參照第7、8圖）賦予至橫拇 、係BS，错此，橫樑BS於其下面 承受壓縮力’且於其上面承受拉伸力。 如第卜2圖所示，於並 J之硬數横樑BS上載置有與該 20 200525068 等橫樑BS交叉之複數底樑6,且於該等底樑6上敷設地板7。 其次，主要參照第6〜8圖，說明依前述構成之第丨實施 例之作用，又，複數橫樑BS係利用支持機構11而不與混凝 土骨架F接觸，且透過緩衝橡膠41浮動支持於壁式骨架壁2 5 下部之增設部3上。 現在，假設如第6圖所示，若透過支持機構未設置 k支承構件ST之橫樑BS之兩端部以跨立狀態於左右增設 部3之上面3u支持為浮動狀態，則自由狀態之橫樑BS因其固 疋負載向下呈凹狀撓曲，且於其中央部其撓曲量最大。又， 10壓縮力如箭頭C所示作用於橫樑BS之上面，且拉伸力如箭頭 P所不作用於其下面。然而，若透過底樑6將地板7敷設於因 固定負載而撓曲之橫樑BS上，則由於橫樑bs浮動支持於混 凝土骨架F(未利用短柱直接支持），使作用於地板7之衝擊震 動不會直接傳送至混凝土骨架F，因此隔音性能優異，然 15而’相反地，由於相對於增設部3橫樑BS係處於自由狀態， 因此承受地板負載時撓曲量會進一步增加，故地板7之變形 增大，且大到無法忽視其震動問題之地步。 故，為了解決此種問題，如第7圖所示，本發明係透過 推壓機構P將前述橫支承構件ST之臂部21下端推至增設部3 20之側面3s上’且將該橫支承構件ST設置於橫樑BS之兩端部 之長向且可調整位置。藉此，橫支承構件ST係如箭頭〇所示 自混凝土骨架F承受壓縮反力，且可如箭頭m所示將向上之 彎矩，即，抵消因橫樑BS之固定負載所造成之彎曲方向之 彎矩賦予至橫樑BS之兩端部，且將箭頭p，所示之拉伸力（抵 12 200525068 消第6圖之壓縮力c之力）賦予至橫樑BS之上面，並將箭頭c， 所示之壓縮力（抵消第6圖之拉伸力p之力）賦予至橫樑BS之 下面，結果，橫樑BS可於修正為略呈水平之狀態下浮動支 持於增設部3,且透過底樑6支持於橫樑BS上之地板7可確保 5高度之隔音性能，同時對於地板之負載堅固，並可盡量地 減少撓曲變形而防止地板震動問題之產生。 再者，於地板7上支撐鋼琴、水墊床、浴廁等重量物之 負載時’如第8圖所示，可增加利用前述推壓機構p之推壓 力’並使各橫支承構件ST之下端朝混凝土骨架f之增設部3 10前進。藉此，作用於橫支承構件ST且來自混凝土骨架F之壓 縮反力〇會增加，且可增加作用於橫樑^8之兩端部之彎矩 m，同時作用於該橫樑Bs上面之拉伸力p”及作用於該橫樑As shown in Figs. 1 and 2, between the upper and lower portions of the additional portion 10 3 at the lower portion of the opposite wall-type skeleton wall 2, the two end portions of the plurality of parallel beams BS parallel to each other are straddled through the support mechanism H to be described later. The state float is supported by the concrete skeleton F. As shown in Figs. 3 to 5, each beam BS is integrally connected to the vertical portion 10 above and below the vertical portion 10 through a vertical portion 10 extending in the vertical direction, and has a trench-shaped upper and lower section n, 12 is formed, and a plurality of through holes 13 are formed in the vertical 15 portion 10 at intervals in the longitudinal direction. The ends of the plurality of beams BS are floatingly supported on the support portion of the beam BS of the concrete skeleton F by the following supporting mechanism H, that is, on the upper surface 3u of the additional portion 3 of the wall skeleton wall 2. As clearly shown in Figure 5, the floor support mechanism includes: iron plate support plate 36 bent into a groove shape; shock-proof rubber 37 having a concave cross-section, a pair of horizontal adjustment bolts 38; In the level adjustment screw inspection 38-for the lock nut 42, the support plate 36 has protruding portions 36 a protruding slightly horizontally to the left and right sides, and the protruding portions 36 a are arranged thereon. The bolt holes of the aforementioned horizontal adjustment bolts 38 can be penetrated, and the snap nuts 39 concentric with the bolt holes and screwed into the horizontal adjustment bolts are welded to the underside of the protruding 200525068 portions 36a. In addition, the recessed portion of the support plate 36 is combined with the shock-proof rubber 37 with some clearance support. At this time, the recessed portion of the support plate 36 and the shock-proof rubber 37 are not integrally joined. In addition, the aforementioned pair of horizontal adjusting bolts are respectively connected to the circular support plate 40 under the head 38a at the lower end of 5 and can oscillate freely, and a disk-shaped cushion rubber 41 is attached below the support plate 40. . When the floor support mechanism Η is used to support the crossbeam BS on the upper part 3u of the extension 3, a pair of horizontal adjustment bolts 38 externally threaded portions 38b are screwed into a pair of welding nuts 39, and the protruding portions 36a are penetrated at the same time. The locking nut 42 is screwed to the free end of the protruding portion 103 from the left and right, such as protruding from the external thread portion 38b. Thereby, the support plate 36 is supported by a pair of level adjustment bolts 38, and the support portions 40 of the level adjustment screws 38 are supported on the upper portion 3u of the extension portion 3 through the buffer rubber 41. At this time, the horizontal adjustment bolts 38 are not fixed to the extension 3, so a pair of horizontal adjustment bolts 38 can be moved laterally from the ground 3u | of the extension 3, and on the bottom surface of the support plate 36 and the extension 3 A gap is formed so that the bottom surface of the support plate 36 does not contact the extension portion 3. The aforementioned anti-vibration rubber is tightly fitted to the recess of the support plate 36, and the lower end portion 12 of the cross beam BS is unfixedly supported on the anti-vibration rubber 37. The support plate 36 constituting the floor support mechanism 、, a pair of level adjustments The bolts 2038, the pair of lock nuts 42 and the anti-vibration rubber 37 are not fixed to each other and can be separated freely. As shown in FIG. 3, a gap is left between the two end surfaces of the beam 3§ and the wall frame wall 2, And the end faces of these beams BS will not directly contact the concrete frame F, and the vibration applied to the beams BS will not be directly transmitted to the concrete frame 200525068 F 〇10 15 As shown in Figures 3 and 4, at both ends of the beam BS On the part, the transverse support member ST related to the present invention is fixed to the longitudinal direction of the beam BS and is adjustable. The transverse support member ST is an arm portion extended downward by the mounting portion 20 and the mounting portion. 21 is formed. The mounting portion 20 is formed into a plate shape, and is joined along one side of the Z beam BS and can be slid toward the length of the beam BS. At the installation: 20 and the vertical portion of the beam BS_opposite part, pure A through hole = a through hole 13 of the cross beam BS to an elongated hole 23, and By mounting these bolts M through the long holes ^ and the aforementioned through holes 3 and screwing about 25 of the wire screw, the mounting portion 20 of the lateral support member ST can be fixed on the transverse plaque bs. In addition, the foregoing The arm portion 21 is extended downward in a tapered shape, and a pressing mechanism P is provided at the free end of the arm portion 21, that is, at the lower end. The pressing mechanism P1 is inserted into the arm portion along the longitudinal direction of the horizontal WS. The adjusting screw rib at the lower end of 21, and by screwing the towels | 28 and 29 screwed to the side bolts 27 before and after the arm restraint, the adjusting bolt can be fixed to the lower end of the arm portion 21. A support plate 30 for fixing the cushioning material 3m to the outer end surface is provided at the end of the additional portion 3. By loosening the nuts 28 and 2Q, the adjustment bolt 27 can be adjusted forward and backward in the additional portion 3 relative to the side 3s. Each horizontal support member STm 卩 U pushes the material reduction and reduction mechanism p to 3s ± on the side surface of the addition part 3, and by receiving the historical contraction reaction force 0 from this enhancement (see Figs. 7 and 8), the horizontal girl The bending moment m (see Figures 7 and 8) of the beam BS protruding upward is given to the transverse thumb and the system BS. Otherwise, the transverse beam BS receives a compressive force under it. The upper surface is subjected to tensile force. As shown in FIG. 2, a plurality of bottom beams 6 intersecting with the 20 200525068 and other cross beams BS are placed on the rigid number beams BS of J and laid on the bottom beams 6. Floor 7. Next, the function of the first embodiment according to the aforementioned structure will be described mainly with reference to FIGS. 6 to 8. In addition, the plurality of beams BS are supported by the support mechanism 11 without contacting the concrete frame F, and are floatingly supported by the buffer rubber 41. On the additional part 3 at the lower part of the wall-type skeleton wall 2 5. Now, suppose that, as shown in FIG. 6, if both ends of the beam BS of the k-supporting member ST are not provided through the support mechanism, the additional parts 3 are left and right in a straddle state. The upper 3u support is in a floating state, and the beam BS in the free state is bent downward in a concave shape due to its solid load, and its deflection is the largest at its central portion. In addition, a compressive force of 10 acts on the upper surface of the beam BS as shown by the arrow C, and a tensile force does not act on the lower surface of the beam BS as shown by the arrow P. However, if the floor 7 is laid on the beam BS flexed by the fixed load through the bottom beam 6, the beam bs is floatingly supported on the concrete frame F (not directly supported by the short column), so that the impact vibration on the floor 7 is caused. It will not be directly transmitted to the concrete frame F, so it has excellent sound insulation performance. However, on the contrary, because the BS system of the crossbeam 3 is in a free state compared to the extension 3, the amount of deflection when the floor is subjected to load will further increase. Deformation increases and is so large that the vibration problem cannot be ignored. Therefore, in order to solve such a problem, as shown in FIG. 7, the present invention pushes the lower end of the arm portion 21 of the lateral support member ST to the side 3s of the additional portion 3 20 through the pressing mechanism P, and supports the lateral support. The members ST are provided at the longitudinal and adjustable positions of both ends of the beam BS. As a result, the transverse support member ST is subjected to a compressive reaction force from the concrete frame F as shown by the arrow 〇, and the upward bending moment can be offset as shown by the arrow m, that is, the bending direction caused by the fixed load of the beam BS can be offset. Bending moments are applied to both ends of the beam BS, and the tensile force shown by arrow p (the force that cancels the compression force c of 12 200525068 in Fig. 6) is applied to the top of the beam BS, and the arrow c, so The compressive force shown in the figure (the force that offsets the tensile force p in FIG. 6) is given below the cross beam BS. As a result, the cross beam BS can be floated and supported on the additional part 3 under the state of being modified to be slightly horizontal, and through the bottom beam 6 The floor 7 supported on the crossbeam BS can ensure a sound insulation performance of 5 heights, and at the same time, it is sturdy to the load of the floor, and can minimize the bending deformation to prevent the floor vibration problem. Furthermore, when a load such as a piano, a water mattress, a bath and the like is supported on the floor 7 'as shown in FIG. 8, the pressing force by the aforementioned pressing mechanism p can be increased' and the horizontal supporting members ST can be increased. The lower end is advanced toward the additional portion 3 10 of the concrete skeleton f. Thereby, the compressive reaction force 0 acting on the lateral support member ST and from the concrete frame F will increase, and the bending moment m acting on both ends of the beam ^ 8 can be increased, and the tensile force acting on the beam Bs is also increased. p "and acting on the beam
BS下面之壓縮力c”會增大。故，橫樑]6§因施加於該橫樑BS 之前述彎矩in之增加而進一步提高其剛性，結果，藉由拉伸 15強之杈樑BS與壓縮強之混凝土骨架F之複合作用，則即使前 述強大負載作用於地板7時，亦可將橫樑BSi撓曲構成最小 限度而可盡量地抑制地板7之變形，且無須擔心地板震動問 題之產生。 其-人，參照第9、10圖，說明本發明之第2實施例。 /帛9圖係、橫樑對混凝土骨架之支持部之側才見圖，第1〇 係/口著第9圖之ig—ig線之截面圖，圖中，與前述第j實施 例相同之要素係附上相同標號。 /第2實加例係檢支承構件灯之構^與前述第^實施例 有若干不同。橫支承構件灯沿著橫襟Bs之長向之側面長度 13 200525068 係形成為比前述第1實施例長，並於其側面排列設 置3個與 橫樑BS之通孔13-致之長孔23，且分別於相互一致之通孔 I3與長孔23貫通絲縣Μ，时分㈣螺帽Μ螺合於該 等螺栓24。又，與前述第i實施例相同，藉由放鬆螺帽25， 5可使橫支承構件3丁相對於橫樑BS調整位置，又，藉由螺接 前述螺帽25，可相對於橫樑68固定橫支承構件§τ。 又，該第2實施例中，橫支承構件ST對橫樑BS之固定 比前述第！實施例更堅固4具有與實施例相同之作用 效果。 10 其次’參照第11圖，說明本發明之第3實施例。 該第3實施例係於具有正樑構造之混凝土骨架之建物 中實施本發明地板支持構造之情形，第叩係具有本發明 地板支持構造之正樑構造混凝土骨架之縱截面圖，圖中， 與前述第1實施例相同之要素係附上相同標號。 15 正樑構造之混凝土骨架17係具有自樓板1向下延伸之正 樑NB，且於該正樑Νβ之正上方直立設置骨架壁3〇2。又， 於各骨架壁302之下部—體形成構成橫樑批支持部之增設 邰303與則述第#施例相同，橫樑係透過前述支持機 構H浮動支持於相對之增設部303之上面，又，固定於橫樑 20 BS兩端部且可調節位置之橫支承構件ST之自由端係透過 推壓機構ρ推至增設部3〇3之側面上。 又，該第3實施例亦具有與前述第卜第2實施例相同之 作用效果。 其夂’參照第12圖，說明本發明之第4實施例。 200525068 該第4實施例係於具有逆樑(reverse beain)構造之混凝 土骨架之建物中實施本發明地板支持構造之情形，第12圖 係具有本發明地板支持構造之逆樑構造混凝土骨架之縱截 面圖，圖中，與前述第1實施例相同之要素係附上相同標號。 5 逆樑構造之混凝土骨架17係具有自樓板1向上延伸之逆 樑RB，且於該逆樑RB之正上方直立設置骨架壁4〇2。前述 逆樑RB係直接構成橫樑BS之支持部，且與前述第丨實施例 相同，仏樑BS係透過則述支持機構η浮動支持於相對之逆 樑RB之上面，又，固疋於檢樑bs兩端部且可調節位置之橫 10支承構件ST之自由端，即，下端係透過推壓機構ρ推至逆樑 RB之側面上。 又，該第4實施例亦具有與前述第丨〜3實施例相同之作 用效果。 又，該第4實施例可直接將逆樑RB構成橫樑BS之支持 15部，且無須特別設置如前述第1〜3實施例之增設部3、3〇3。 其次，參照第13圖，說明本發明之第5實施例。 該第5實施例係於獨楝之木造住宅中實施本發明地板 支持構造之情形，第13圖係具有本發明地板支持構造之獨 楝木造住宅基礎部分之縱截面圖，圖中，與前述第丨實施例 20相同之要素係附上相同標號。 透過緩衝材501，橫樑BS以跨立狀態浮動支持於木造之 獨楝住宅之連續底座CF上。固定於橫樑3§兩端部且可調節 位置之検支承構件ST之下端係透過推壓機構ρ推至連續底 座CF之側面上。 15 200525068 另，第13圖中’ 502係固定於連續底座cp上之基座，5〇3 係直立設置於基座502之柱。 又，該第5實施例亦具有與前述第丨〜4實施例相同之作 用效果。 5 其次，參照第14〜16圖，說明本發明之第6實施例。 與别述第5實施例相同，該第6實施例係於獨楝之木造 住宅中實施本發明地板支持構造之情形，第14圖係具有本 發明地板支持構造之獨楝木造住宅基礎部分之縱截面圖， 第15圖係沿著第14圖之15一15線之放大截面圖，第16圖係 10沿著第14圖之16—16線之放大截面圖，圖中，與前述第作 施例相同之要素係附上相同標號。 透過緩衝材5〇1，由層板所構成之木製橫樑即係以跨立 狀態浮動支持於木造之獨楝住宅之連續底座⑶上。如第16 圖所示，木製橫樑BS端部之平截面魏狀之外部咖係嵌合 15於連續底座CF上基座5〇2之鸿尾溝狀之内部&，且橫標即 之兩端與基座502連結。又，如第15圖所示，木製橫標bs 係形«截面長方形，且於其兩端部安裝橫支承構件^且 可為即位置。橫支承構件8丁之安裝部2〇係形成為截面角 ^ ’並沿著木製橫樑BS之側面及底面接合。於安裝部加穿 2〇 »又#長孔23 ’且藉由貫通木製橫樑Bs與該等長孔23之2 根安裝螺栓24及螺合於該安裝螺检24之螺帽25，橫支承構 件ST固定在木製橫樑則上並可調節位置。橫支承構件灯之 臂部21係透過推壓機構p推至連續底座cf之側面上。 又’該第6實施例亦具有與前述第卜4實施例相同之作 16 200525068 用效果。 其次，參照第17〜20圖，說明本發明之第7實施例。 該第7實施例係藉由補強構件補強前述第丨實施例中之 橫樑之中間部，第17圖係地板支持構造之全體透視圖，第 5 18圖係沿著第17圖之18 — 18線之截面圖，第19圖係沿著第 17圖之19—19線之放大截面圖，第2〇圖係沿著第19圖之2〇 —20線之放大截面圖，圖中，與前述第i實施例相同之要素 係附上相同標號。 與前述第1實施例相同，複數條橫樑63之兩端係透過支 10持機構H浮動支持於壁式骨架壁2下部之增設部3上，又，安 裝於橫樑BS兩端部之橫支承構件ST之下端係透過推壓機 構P推至增設部3之側面上。 該第7實施例係藉由補強構件R及連結接頭j補強各橫 樑BS之中間部且用以提高橫樑bs之剛性者。 15 橫樑BS之中間部係藉由連結接頭J自其兩側夾合。連結 接頭J左右一對之夾合半體71〇係分別沿著橫樑68之側面形 狀而形成為截面凹狀，且於該等夾合半體71〇之中間部分別 穿設橫向之長孔711。藉由左右一對夾合半體71〇，將橫樑 BS之垂直部10自其兩側夾合，且使左右夾合半體71〇之長孔 20 711與穿設於橫樑BSi中間部之通孔13—致後，通過該等孔 而藉由螺栓·螺帽726將連結接頭j之左右夾合半體71〇、71〇 固疋於檢樑BS之中間部。於左右夾合半體71〇、71〇之外面 分別焊接成對之補強構件支承物712。於各補強構件支承物 712上分別支持相對於橫樑BS交叉配置之補強樑r之端 17 200525068 部，且藉由螺栓·螺帽728固定。補強構件r及連結接頭j 上敷設底樑6。 如前所述，由於該第7實施例係透過連結接頭j將補強 構件R固定於各橫樑BS之中間部，因此可提高橫樑BS本身 5之剛性’且與前述橫支承構件ST及支持機構η協同動作， 可更有效地抑制地板震動問題之產生。 以上說明本發明之實施例，然而本發明並不限於該實 施例，可於本發明之範圍内作成各種實施例。 【圖式簡單說明3 10 第1圖係地板支持構造之全體透視圖（第1實施例）。 第2圖係沿著第1圖之2 — 2線之放大截面圖（第1實施 例）。 第3圖係第2圖之3視像假想線包圍之部分之放大圖（第 1實施例）。 15 第4圖係沿著第3圖之4 —4線之截面圖（第i實施例）。 第5圖係沿著第3圖之5 —5線之截面圖（第i實施例）。 第6圖係作用說明圖（第1實施例）。 第7圖係作用說明圖（第1實施例）。 第8圖係作用說明圖（第1實施例）。 2〇 第9圖係橫樑對混凝土骨架之支持部之側視圖（第2實 施例）° 第10圖係沿著第9圖之10— 10線之截面圖（第2實施例）。 第11圖係具有本發明地板支持構造之正樑構造混凝土 骨架之縱截面圖（第3實施例）。 18 200525068 第12圖係具有本發明地板支持構造之逆樑構造混凝土 骨架之縱截面圖（第4實施例）。 第13圖係具有本發明地板支持構造之獨楝木造住宅基 礎部分之縱截面圖（第5實施例）。 5 第14圖係具有本發明地板支持構造之獨楝木造住宅基 礎部分之縱截面圖（第6實施例）。 第15圖係沿著第14圖之15— 15線之放大截面圖（第6實 施例）。 第16圖係沿著第14圖之16 — 16線之放大截面圖（第6實 10 施例）。 第17圖係地板支持構造之全體透視圖（第7實施例）。 第18圖係沿著第17圖之18— 18線之放大截面圖（第7實 施例）。 第19圖係沿著第17圖之19一 19線之放大截面圖（第7實 15 施例）。 第20圖係沿著第19圖之20 — 20線之放大截面圖（第7實 施例）。 【圖式之主要元件代表符號表】 1...樓板 7...地板 2...壁式骨架壁 10...垂直部 3，303...增設部 11...上端部 3s...側面 12...下端部 3u____L 面 13…通孔 6...底樑 20...安裝部 19 200525068 21…臂部 502...基座 23，711…長孔 503···柱 24…安裝螺栓 710…夾合半體 25，28，29…螺帽 712...補強構件支承物 27…調節螺栓 726，728...螺栓·螺帽 30，40...支座板 BS...橫樑 31，501...緩衝材 CF...連續底座 36...支持板 F···骨架(混凝土骨架） 36a...伸出部 Fh...水平骨架部分 37...防震橡膠 Fv...垂直骨架部分 38...水平調整螺栓 H...支持機構 38a...頭部 J...連結接頭 38b...外螺紋部 NB...正樑 39…焊接螺帽 P...推壓機構 41...緩衝橡膠 R...補強構件 42...鎖緊螺帽 RB...逆樑 302，402...骨架壁 ST...橫支承構件 20The compressive force c "under BS will increase. Therefore, the beam] 6§ further increases its rigidity due to the increase of the aforementioned bending moment in applied to the beam BS. As a result, the 15 strong BS beam and the compression are stretched. The composite effect of the strong concrete frame F, even when the aforementioned strong load is applied to the floor 7, the beam BSi can be flexed to a minimum and deformation of the floor 7 can be suppressed as much as possible without worrying about the problem of floor vibration. -People, with reference to Figures 9 and 10, the second embodiment of the present invention will be described. Figure 9 shows only the side of the supporting part of the concrete frame with the cross beam. Figure 10 shows the ig of Figure 9 A cross-sectional view taken along the line ig. In the figure, the same elements as those in the j-th embodiment described above are given the same reference numerals. / The second practical example is to inspect the structure of the support member lamp ^ and the ^ embodiment is slightly different. The side length 13 200525068 of the supporting member lamp along the longitudinal direction of the transverse plaque Bs is formed to be longer than the aforementioned first embodiment, and three side holes 23 to the through holes 13 of the beam BS are arranged side by side on the side, and The through hole I3 and the long hole 23 which pass through the county M are consistent with each other. The cap M is screwed to the bolts 24. Also, similarly to the i-th embodiment, by loosening the nuts 25, 5 the position of the lateral support member 3d relative to the beam BS can be adjusted, and by screwing the aforementioned bolts The cap 25 can fix the transverse support member §τ with respect to the crossbeam 68. In this second embodiment, the transverse support member ST fixes the crossbeam BS more stably than the first! Embodiment, and has the same effect as the embodiment. 10 Next, a third embodiment of the present invention will be described with reference to FIG. 11. This third embodiment is a case where the floor support structure of the present invention is implemented in a building with a concrete skeleton with a beam structure, and the third embodiment has the present invention. The vertical cross-section view of the floor frame supporting concrete beam structure concrete frame. In the figure, the same elements as in the first embodiment described above are attached with the same reference numerals. 15 The concrete frame structure 17 of the normal beam structure has a positive extension downward from the floor 1. A beam NB is provided with a skeletal wall 3202 standing directly above the main beam Nβ. Furthermore, an additional 邰 303 is formed at the lower part of each skeletal wall 302 to form a beam support portion, which is the same as the #th embodiment described above. Beams through the aforementioned The holding mechanism H is floatingly supported on the opposite addition section 303, and the free end of the horizontal support member ST fixed to both ends of the cross beam 20 BS and adjustable in position is pushed to the extension section 303 by the pushing mechanism ρ. The third embodiment also has the same function and effect as the second embodiment described above. The fourth embodiment of the present invention will be described with reference to FIG. 12 in 2005. This fourth embodiment is based on FIG. 12 is a longitudinal cross-sectional view of a concrete frame with a reverse beain structure and a concrete frame with a reverse beain structure. In the first embodiment, the same elements are assigned the same reference numerals. 5 The concrete frame 17 of the inverse beam structure has an inverse beam RB extending upward from the floor 1, and a frame wall 402 is set upright directly above the inverse beam RB. The aforementioned inverse beam RB directly constitutes the supporting part of the beam BS, and is the same as the aforementioned embodiment. The beam BS is floatingly supported on the opposite inverse beam RB through the supporting mechanism η, and is fixed to the inspection beam. The free ends of the cross 10 support members ST at both ends of bs with adjustable positions, that is, the lower ends are pushed to the side of the inverse beam RB by the pushing mechanism ρ. The fourth embodiment also has the same effects as the aforementioned third to third embodiments. In addition, in the fourth embodiment, the inverse beam RB can be directly formed into 15 beams BS support, and it is not necessary to provide the additional sections 3 and 3 as in the aforementioned first to third embodiments. Next, a fifth embodiment of the present invention will be described with reference to Fig. 13. This fifth embodiment is a case where the floor support structure of the present invention is implemented in a wooden house with a stand alone, and FIG. 13 is a longitudinal sectional view of the basic part of a wooden house with a floor support structure of the present invention.丨 The same elements in Embodiment 20 are given the same reference numerals. Through the buffer material 501, the beam BS floats and supports the continuous base CF of the wooden single-family house in a straddling state. The lower end of the 検 supporting member ST, which is fixed to both ends of the crossbeam 3 and is adjustable in position, is pushed to the side of the continuous base CF through the pushing mechanism ρ. 15 200525068 In addition, in the 13th figure, 502 is a base fixed on a continuous base cp, and 503 is a post that is set upright on the base 502. The fifth embodiment also has the same effect as the aforementioned fourth to fourth embodiments. 5 Next, a sixth embodiment of the present invention will be described with reference to FIGS. 14 to 16. The sixth embodiment is the same as the fifth embodiment described above. This sixth embodiment is a case where the floor support structure of the present invention is implemented in a wooden house with a stand alone. FIG. 14 is a longitudinal view of the basic part of a wooden house with a floor support structure of the present invention. Sectional view, FIG. 15 is an enlarged sectional view taken along line 15-15 of FIG. 14, and FIG. 16 is an enlarged sectional view taken along line 10-16 of FIG. 14; The same elements are assigned the same reference numerals. Through the buffer material 501, the wooden beams composed of the slabs are floating and supported on the continuous base ⑶ of the wooden single-family house in a straddling state. As shown in Figure 16, the flat cross-section Wei-shaped external coffee system at the end of the wooden beam BS is fitted into the Hongwei groove-shaped interior of the base 502 on the continuous base CF, and the horizontal signs are the two ends. It is connected to the base 502. In addition, as shown in FIG. 15, the wooden horizontal sign bs is in the shape of a rectangular cross-section, and a horizontal supporting member ^ is installed at both ends thereof, and the position can be immediate. The mounting portion 20 of the horizontal support member 8d is formed at a cross-sectional angle ^ 'and joined along the side and bottom surfaces of the wooden beam BS. Add 2〇 »## long holes 23 'to the installation part, and pass through the wooden beams Bs and the two mounting bolts 24 of the long holes 23 and the nut 25 screwed to the mounting screw inspection 24 to support the member horizontally. The ST is fixed on a wooden beam and can be adjusted in position. The arm portion 21 of the lateral support member lamp is pushed onto the side surface of the continuous base cf by the pushing mechanism p. The sixth embodiment also has the same effect as the aforementioned fourth embodiment. Next, a seventh embodiment of the present invention will be described with reference to FIGS. 17 to 20. The seventh embodiment is to reinforce the middle part of the beam in the previous embodiment with a reinforcing member. Fig. 17 is an overall perspective view of the floor supporting structure. Figs. 5 to 18 are along lines 18 to 18 of Fig. 17 Fig. 19 is an enlarged cross-sectional view taken along line 19-19 of Fig. 17, and Fig. 20 is an enlarged cross-sectional view taken along line 20-20 of Fig. 19. The same elements of the embodiment are given the same reference numerals. Similar to the first embodiment described above, both ends of the plurality of beams 63 are floatingly supported on the additional portion 3 at the lower portion of the wall frame wall 2 through the support 10 support mechanism H, and the transverse support members installed at both ends of the beam BS The lower end of ST is pushed to the side of the extension unit 3 by the pushing mechanism P. In the seventh embodiment, the middle portion of each beam BS is reinforced by a reinforcing member R and a connecting joint j to increase the rigidity of the beam bs. 15 The middle part of the beam BS is clamped from both sides by the joint J. The pair of left and right sandwich halves 71o of the connection joint J are formed into concave sections along the lateral shape of the cross beam 68, and horizontal long holes 711 are respectively formed in the middle portions of the sandwich halves 71o. . With the pair of left and right clamping halves 71 °, the vertical portion 10 of the cross beam BS is clamped from both sides, and the long holes 20 711 of the left and right clamping halves 71 ° are communicated with the middle of the cross beam BSi. After the holes 13 are made, the left and right clamping half bodies 71 and 71 of the connection joint j are fixed to the middle part of the inspection beam BS through the holes through the bolts and nuts 726. A pair of reinforcing member supports 712 are welded to the outer surfaces of the left and right sandwiching halves 71 and 71, respectively. The end 17 200525068 of the reinforcing beam r which is arranged to cross with respect to the beam BS is supported on each reinforcing member support 712, and is fixed by bolts and nuts 728. A bottom beam 6 is laid on the reinforcing member r and the connection joint j. As described above, since the seventh embodiment fixes the reinforcing member R to the middle portion of each beam BS through the connection joint j, the rigidity of the beam BS itself 5 can be improved, and it can be enhanced with the aforementioned transverse support member ST and support mechanism η The coordinated action can more effectively suppress the occurrence of floor vibration problems. The embodiment of the present invention has been described above, but the present invention is not limited to this embodiment, and various embodiments can be made within the scope of the present invention. [Schematic description 3 10 Figure 1 is an overall perspective view of a floor supporting structure (first embodiment). Fig. 2 is an enlarged sectional view taken along line 2-2 of Fig. 1 (first embodiment). Fig. 3 is an enlarged view of a portion surrounded by an imaginary line of 3 in Fig. 2 (first embodiment). 15 Fig. 4 is a sectional view taken along line 4-4 of Fig. 3 (i-th embodiment). Fig. 5 is a sectional view taken along line 5-5 of Fig. 3 (i-th embodiment). Fig. 6 is an explanatory view of the function (first embodiment). Fig. 7 is a diagram for explaining the function (first embodiment). Fig. 8 is a diagram explaining the operation (first embodiment). 20. Fig. 9 is a side view of the support portion of the cross-beam to the concrete skeleton (second embodiment). Fig. 10 is a cross-sectional view taken along line 10-10 of Fig. 9 (second embodiment). Fig. 11 is a longitudinal sectional view of a concrete frame with a beam structure having a floor supporting structure according to the present invention (third embodiment). 18 200525068 Fig. 12 is a longitudinal sectional view of an inverted beam structure concrete skeleton having a floor supporting structure according to the present invention (fourth embodiment). Fig. 13 is a longitudinal sectional view of the base part of a cypress wooden house having a floor supporting structure according to the present invention (fifth embodiment). 5 Fig. 14 is a longitudinal sectional view of the base part of a cypress wooden house having a floor supporting structure according to the present invention (sixth embodiment). Fig. 15 is an enlarged sectional view taken along line 15-15 of Fig. 14 (sixth embodiment). Fig. 16 is an enlarged sectional view taken along line 16-16 of Fig. 14 (sixth embodiment and tenth embodiment). Fig. 17 is an overall perspective view of a floor supporting structure (seventh embodiment). Fig. 18 is an enlarged sectional view taken along line 18-18 of Fig. 17 (seventh embodiment). Fig. 19 is an enlarged sectional view taken along line 19-19 of Fig. 17 (seventh embodiment 15). Fig. 20 is an enlarged sectional view taken along line 20-20 of Fig. 19 (seventh embodiment). [Representative symbol table of main elements of the drawing] 1 ... floor 7 ... floor 2 ... wall frame wall 10 ... vertical portion 3,303 ... additional portion 11 ... upper end 3s. .. side 12 ... lower end 3u____L surface 13 ... through hole 6 ... bottom beam 20 ... mounting part 19 200525068 21 ... arm part 502 ... base 23,711 ... long hole 503 ... post 24 ... Mounting bolts 710 ... Clamping halves 25, 28, 29 ... Nuts 712 ... Reinforcing member supports 27 ... Adjustment bolts 726, 728 ... Bolts and nuts 30, 40 ... Support plate BS ... transverse beams 31,501 ... buffer material CF ... continuous base 36 ... support plate F ... skeleton (concrete skeleton) 36a ... extension Fh ... horizontal skeleton portion 37 .. .Shockproof rubber Fv ... Vertical skeleton part 38 ... Horizontal adjustment bolt H ... Support mechanism 38a ... Head J ... Joint joint 38b ... External thread part NB ... Position beam 39 ... Welding nut P ... Pushing mechanism 41 ... Rubber rubber R ... Reinforcing member 42 ... Locking nut RB ... Inverted beam 302, 402 ... Frame wall ST ... Horizontal support Building Block 20