M438495 五、新型說明： 【新型所屬之技術領域】 本創作係有關一種逆打柱固定結構，尤指應用在建築 物逆打工法的逆打鋼柱安裝固定結構’使逆打鋼柱能夠垂 直安裝在基樁孔中者。 【先前技術】 習知營建產業對於地下結構體的建築工法依施工程序 之不同可分為順打工法及逆打工法。其中，逆打工法 鲁（Top-Down Construction Method)又稱為逆築工法，並不像 順打工法全面開挖工地，它是先在預定的結構體周圍往地 下施作連續壁（擔土牆）’再預埋基樁到地層下，然後施作 地面層結構體，當地面層結構體完成後，就能同時往上施 作地上樓層，也能往下逐層開挖及建築地下樓層，因此有 別於傳統全面開挖再由地下層逐層往上建築的順打工法。 上述預埋基樁的工程步驟包含（1)基樁孔挖掘：往底層 鲁下挖出一個預定深度基樁孔。（2)檢測：包含穩定液檢測及 超音波檢測（3)鋼筋籠吊放：將搭接完成的鋼筋籠垂直吊放 到上述的基樁礼内。（4)逆打柱吊放：將一矩形的逆打鋼柱 垂直吊放到鋼筋籠中。（5)假柱對接：使用複數個螺栓將一 叙柱鎖合在逆打柱上端。（6)逆打柱微調及定位：利用千斤 頂及螺絲微調，並利用儀器校正，使逆打柱在鋼筋蘢内保 持垂直。（7)特密管吊放：將灌漿用的特密管（Tremie)連接 伸入基捲孔内。（8)混凝土澆置：將混凝土從特密管輪送到 基樁孔内，由下而上進行洗置。 3 M438495 上述步驟（4)之逆打柱吊放施工過程，必需先在基樁孔 上方放置一矩形的固定架，利用該固定架固定及支撐一逆 打鋼柱，使逆打鋼柱垂直懸置在基樁孔中，例如我國公告 第1340780號之基樁逆打柱之吊放方法，第255409號之逆打 鋼支柱校正架之改良構造，第166749號之逆打施工鋼支柱 吊放工法，第167073號之逆打鋼支柱校正架之改良構造， 第167074號之逆打鋼支柱底部校正裝置，以及公開第 201139789號之逆打鋼柱施工方法等。然而，習知的該固定 架係採用工型樑預先焊接而成的矩型籠體，導致其體積龐 大笨重，無法以人工或輕型起重機搬運，因此衍生許多施 工上的麻煩與困擾. (一） 須預先製造多個固定框：一般工程期間有限，不能等 待一根基樁的混凝土完全凝固後，才施作下一根基椿 (基樁包含逆打鋼柱），否則將造成工程延宕。因此， 工程業者需自行預先製造多個固定框，然而該固定框 體積龐大笨重，光是運送到工地的過程就要花許多人 力及成本，即使不使用的期間，也要準備空地存放及 保管。 (二） 施工前需使用重型起重機具吊放：在吊置逆打鋼柱之 前，必須用重型起重機具先吊置及安裝該固定架在基 樁孔上，然後才能吊置逆打鋼柱穿過該固定架，因而 多了一項吊放的工序，也多花許多時間。 (三） 基樁竣工後需使用重型起重機具吊離：即使逆打鋼柱 已安裝完成並已灌注混凝土，在等待混凝土凝固的期 重型起重機具也不能移出工地，必須等待混凝土 疑口後，用以將該固定架吊離，因而又多了一道吊離 的工序及時間成本。 (四)：易石亚撞到鋼筋蘢，且因為小心謹慎而造成施工速度 緩.—般實施在連續壁内的鋼柱，其放置在基樁孔 鋼筋籠的一部分會凸出在基樁孔上，若吊放該固 定木的過&不慎碰撞鋼筋籠凸出部分’易發生鋼筋籠 位移或變形等問題，反而造成更大的麻煩。 > 土由上述可見，採用習知的固定架用來固定逆打鋼柱， 將4成5午多施工上的麻煩、困擾及成本，即便採用固定架 的結構及方法在營造工程業界已行之多年，仍亟待進一步 改進。 【新型内容】 本創作之目的在提供一種逆打柱固定結構，達到可以 現場安裝組合W需要預先製造成型，不必使用重型起重 機具爷置就能料絲與組合成型，錢竣卫後可以人工 拆解而不需要重型起重機具吊離等目的。 為達上述目的，本創作逆打柱固定結構，係用以將一 逆打鋼柱垂直地定位固定在__基樁孔+，以進行混凝土灌 榮=定工程者，其較佳#施内容係包含：兩支第一橫桿， f桿身抵靠於該逆打鋼柱相對應的兩側面，其兩端延伸抵 靠在該基樁孔兩邊的地面上；兩支第二橫桿，其桿身抵靠 於該逆打鋼柱另外相對應的兩側面，其兩端延伸抵靠在該 基樁孔兩端的地面上；以及分別設置在該逆打鋼柱四個側 M438495 面的四組主支撐架，各該主支撐架包含兩支主支撐桿，及 一橫跨地結合在該兩支主支撐桿一端的上抵制橫桿，該上 抵制橫桿抵靠於該逆打雜凸出在該基樁孔上方的側面部 位，而該主支撐桿分別結合於該第一橫桿或該第二橫桿， 藉此將該逆打鋼柱垂直地定位固定在該基樁孔中者。 依上述較佳實施内容所述之逆打柱固定結構，其中， f逆打鋼柱的各側面設有剪力釘，該上抵制橫桿抵靠於該 剪力釘；而該主支神採用烊接結構、螺絲鎖固結構及卡 合結構其中之―，進而結合於該第—橫桿或該第二橫桿； 再者，該主支#架可以實料連接於該兩支主切桿之間 的至少一補強橫桿，以增進該主支撐架的結構強度。 逖敉佳貫施内容所述之逆打柱固定結構，其中， 更包含分別設置在該逆打鋼柱至少兩個側 架，各該料«包含兩支㈣料’及—橫跨㈣^ 柏支4撐桿-端的7抵制橫桿，該下抵制橫桿抵靠於 ^逆打鋼柱伸人在⑦基樁孔_側面部位，而該副支禮桿 =別結合於該第—橫桿或該第二橫桿。其申，該逆打鋼柱 該有勢力釘，該下抵制橫桿抵靠於該剪力釘，·而 2 #採料接結構、螺絲鎖固結構及卡合結構其中 進而結合於該第—橫桿或該第二橫桿·再者， 村實施錢胁料切支料之_至少-補 強秘杯，以增進該副支撐架的結構強度。 ，上述較佳實施内容所述之逆打㈣定結構，其中， G3兩支第三橫桿，該兩支第三橫样排置在該兩支第一 M438495 橫桿的兩側；及該兩支第二橫桿跨置在該兩支第三橫桿上 ’用以增進逆打柱固定結構的穩固性。 依上述較佳實施内容所述之逆打柱固定結構，其中， 更包含兩組垂直穩定裝置，該垂直穩定震置包含一固定桿 及至少-鋼索；該固定桿結合在該逆打她伸人在該基播 孔内的側面部位；該鋼索一端綁繫在該固定桿，另 3= 一橫桿或該第二橫桿;藉此，可利用該鋼索調整 凝=:::的垂直度’並使該逆打鋼柱能夠承受混 本創作之逆打柱固定結構，在工地、 散的模組化構件，而且只要運到工地糸為刀 读忠胜彡+ , 建引工地就牝按照實際需求快 成逆打柱固定結構，因此能夠克服習知使用工型 先f造多個固定框架所造成的因擾及缺點，例如佔 一搬運不易、製造成本高昂等。而且，藉 十工能齡施工作業時直接將逆打鋼柱㈣基樁孔中 _:=二!了:要第二橫桿、主支撐架及副支 竿.而4 ,要❹機具吊置習知的固定框 二:而：t工完成後’也只要工作人員將第-橫桿、第二 離習知的固定框竿.因此^ 不而要使用機具吊 低施工成本等效益。再者，因f乍更能達到施工快速、降 笨重的固定框架，能克 為=需要機具吊置習知龐大 .^ 見服固疋框架容易造成碰撞錮銘驾认 危險，以及施工動作緩慢的問題。4灿鋼肋龍的 【實施方式】 M438495 茲依附圖實施例將本創作之結構特徵及其他之作用、 目的詳細說明如下： 參閱第一圖、第二圖及第三圖所示，本創作之逆打柱 固定結構，係用來固定矩型、三角形、圓形或其他形狀的 逆打鋼柱，其較佳的實施例包含模組化的兩支第一橫桿1 、兩支第二橫桿2及四組主支撐架3，亦可視施工需求組 裝兩組或四組副支撐架4，用以將一逆打鋼柱1〇垂直地定 位固定在一基樁孔20中，其中： 該兩支第一橫桿1可為預先裁切的鋼筋、鋼樑或其他 長條形直桿，使其桿身抵靠於逆打鋼柱10相對應的兩側面 ，而其兩端延伸抵靠在基樁孔20兩邊的地面上，如此將逆 打鋼柱10的X方位及Z方位加以限制。 該兩支第二橫桿2同樣可為預先裁切的鋼筋、鋼樑或 其他長條形直桿，並使其桿身抵靠於該逆打鋼柱1〇另外相 對應的兩側面，而其兩端延伸抵靠在基樁孔20兩端的地面 上，如此將逆打鋼柱10的Y方位及Z方位加以限制。 該四組主支撐架3係安裝前與第一橫桿1及第二橫桿 2分離的模組構件（如第四圖所示），其安裝時使四組主支 撐架3分別設置在逆打鋼柱1〇的四個側面，用以支撐逆打 鋼柱10 ;各該主支撐架3包含兩支主支撐桿31，及一橫跨 地結合在兩支主支撐桿31—端的上抵制橫桿32，該支撐桿 31及上抵制橫桿32可為鋼筋、鋼樑或其他長條形直桿焊接 而成。 藉此，使該上抵制橫桿32抵靠於逆打鋼柱10凸出在基 M438495 樁孔20上方的側面部位，而主支撐桿31的下端則分別結合 於第一檢桿1及（或）第二橫桿2，而且主支撐桿3〗可以採 用焊接結構、螺絲鎖固結構及卡合結構或其他方式結合於 第知'桿1或第一橫桿2，就能夠將逆打鋼柱1 〇垂直地定 位固疋在基樁孔20中，組成本創作逆打柱固定結構（如第 圖及第二圖所示），以便後續進行混凝土灌注作業。 再如第一圖及第四圖所示，本創作該主支撐架3較佳 2實施例更包含連接於兩支主支撐桿31之_至少一補強 才/、桿33，補強杈桿33同樣為鋼筋、鋼樑或其他長條形直桿 焊接而成’如此透過補強橫桿33使兩支主支撐桿3丨排列成 梯形，而具有較佳的結構強度及支撐時的穩定性。再如第 一圖所示，一般逆打鋼柱1〇的各側面會設有剪力釘丨〇1，因 此本創作之第-橫桿i、第二橫桿2及⑷主支撐架3可 抵靠在剪力釘101，舉例而言可以使該主支標架3的上抵制 橫桿32抵靠於剪力釘1(n，俾增進支樓結構的穩定性。若是 無煎力釘的逆打鋼柱，則可在安裝主支樓架3之前，現場 點焊-橫桿在逆打鋼柱的各側面，再使主支樓架3的上抵 制橫桿现#於_的橫桿下方，俾取得較佳的支樓點。 —再參閱第一圖、第二圖及第五圖所示’本創作較佳的 包含分別設置在逆打鋼柱10至少兩個側面的兩組 田’ d或四個侧面的四組副支撐架4 (未圖示）.i :支=撐架4包含兩支副支娜1，-橫跨地結合； 支副支撑桿41之間的至少-補強細;藉 9 M438495 時’使下抵制橫桿42抵靠於逆打鋼柱ι〇伸入在基樁孔2〇内 的側面部位，或使下抵制橫桿42抵靠於逆打鋼柱1〇的剪力 釘101 ’而副支撐桿41的上端分別結合於第一橫桿1及（或） 第一秩杯2 ’其結合方式同樣可採用焊接結構、螺絲鎖固 結構及卡合結構或其他結構，進而結合於第一橫桿丄及 (或）第一棱桿2。藉此，能利用副支撐架4增進逆打柱固 定結構的穩定性，並能抵禦混凝土灌注時的浮動力，使逆 打鋼柱10穩定保持垂直。 *再者，如第七圖所示，本創作較佳的實施例更包含兩 支第三橫桿5 ’該兩支第三橫桿5為鋼筋、鋼樑或其他長 條幵7直杯，使其排置在兩支第—橫桿〗的兩側，並使上述 該兩支第二橫桿2跨置在兩支第三橫捍5上，俾增進兩支 第二橫桿2的平衡度及穩定度。 另外，當逆打鋼柱10的長度較長時，例如長度達到1; 公尺以上，為增進逆打鋼柱1〇下段的穩定使之保持垂直， 本創作更包含至少兩組垂直穩定裝置6，該垂直穩定裝置 6包含-蚊桿61及至少—鋼索62;其中，該固轉邮 接結合在逆打鋼柱1G伸人在基樁孔2Q内的側面部位；而該 鋼索62一端绑繫在固定_，另一端綁繫在第-橫桿i或 第二橫桿2 ’其綁繫在第—橫桿1或第二橫桿2的方式， 可以使用-手拉器63(又稱拉線器）進行調整，至於 63的綁繫方式為公開的知識，故不另贅。 ' 拉。。 綜上所述，本創作逆打柱固定結構，已禮且 創作性，其技術手段之運用亦出於新穎無疑，i功效與設 M438495 計目的誠然符合’已稱合理進步至明。為此，依法提 型專利申請，惟懇請肖局惠予詳審，並賜准專利為' 至感德便。 ,”、 【圖式簡單說明】 第一圖為本創作固定結構較佳實施例之立體示意圖。 第二圖為本創作固定結構較佳實施例之斷面示意圖。 第三圖為本創作固定結構較佳實施例之俯視示意圖。 第四圖為本創作第三橫桿較佳實施例之立體示意圖。 第五圖為本創作主支撐架較佳實施例之分解示意圖。 第/、圖為本創作副支撐架較佳實施例之分解示意圖。 第七圖為本創作垂直穩定裝置較佳實施例之斷面示意 圖。 第八圖為本創作垂直穩定裝置較佳實施例之立體示意 圖。 【主要元件符號說明】 1 第一橫桿 2 第二橫桿 3 主支撐架 31 主支撐桿 32 上抵制橫桿 33 補強橫桿 4 副支樓架 41 副支撐桿 42 下抵制橫桿 43 補強橫桿 5 第二橫桿 6 垂直穩定裝 61 固定桿 62 鋼索 63 手拉器 10 逆打鋼柱 101 剪力釘 20 基樁孔M438495 V. New description: [New technical field] This creation is related to a reverse-column fixed structure, especially the reverse-pneumatic steel column installation and fixed structure applied in the reverse working method of the building. In the base pile hole. [Prior Art] The construction technology of the construction industry for the underground structure can be divided into the work method and the reverse work method depending on the construction procedure. Among them, the Top-Down Construction Method, also known as the reverse construction method, is not like a full-scale excavation site. It is first applied as a continuous wall around the predetermined structure. ) 'Re-embed the foundation pile to the ground below, and then apply it as the ground floor structure. After the local surface structure is completed, it can be applied to the above-ground floor at the same time, and the underground floor can be excavated and underground. Therefore, it is different from the traditional full-scale excavation and then the construction of the basement layer by layer. The engineering steps of the above-mentioned pre-embedded piles include (1) excavation of the pile holes: a pile hole of a predetermined depth is dug under the bottom layer. (2) Detection: including stable liquid detection and ultrasonic detection (3) Reinforcement cage hoisting: Vertically hoisting the reinforced cages to the above-mentioned foundation piles. (4) Counter-column hoisting: A rectangular inverted steel column is vertically suspended into the steel cage. (5) Pseudo-column docking: Use a plurality of bolts to lock a column to the upper end of the counter-column. (6) Fine-tuning and positioning of the counter-column: use the jack and the screw to fine-tune and use the instrument to make the counter-column in the reinforced concrete. (7) Special pipe hanger: Connect the Tremie connection for grouting into the base hole. (8) Concrete placement: The concrete is sent from the special pipe to the pile hole and washed from bottom to top. 3 M438495 In the above-mentioned step (4), the reverse column-carrying construction process must first place a rectangular fixing frame above the pile hole, and fix and support a counter-struck steel column with the fixing frame to make the reverse-strength steel column vertically suspended. Placed in the pile hole, for example, the method of hanging the pile against the column of No. 1340780 of China, the improved structure of the counter-strength steel pillar correction frame No. 255409, and the lifting method of the reverse-strength steel pillar of No. 166749 , No. 167073, an improved structure of the counter-strength steel strut correction frame, No. 167074, a reverse-strength steel strut bottom correction device, and a construction method of the reverse-strength steel column No. 201139789. However, the conventional fixing frame is a rectangular cage which is pre-welded by a work beam, which results in a bulky and bulky one, which cannot be transported by an artificial or light crane, and thus causes many construction troubles and troubles. A number of fixed frames shall be pre-manufactured: during general engineering, the concrete shall not be allowed to wait until the concrete of one of the piles has completely solidified before being applied to the next base (the pile contains the reversed steel column), otherwise the construction will be delayed. Therefore, the engineer needs to pre-manufacture a plurality of fixing frames. However, the fixing frame is bulky and bulky, and the process of transporting to the construction site requires a lot of manpower and cost, and is required to be stored and stored in the open space even during periods of non-use. (2) Heavy equipment should be used for lifting before construction: Before lifting the reverse steel column, heavy cranes must be used to hang and install the fixed frame on the pile hole before lifting the reverse steel column. After the fixing frame, there is an additional process of hoisting, and it takes a lot of time. (3) Heavy pile cranes need to be lifted after completion of the foundation pile: even if the reversed steel column has been installed and concrete has been poured, the heavy crane can not be removed from the construction site while waiting for the concrete to solidify. By lifting the holder away, there is an additional process and time cost of lifting. (4): Yi Shiya hits the reinforced concrete, and the construction speed is slow because of caution. The steel column is placed in the continuous wall, and a part of the steel cage placed in the pile hole will protrude in the pile hole. On the other hand, if the sling of the fixed wood is accidentally collided with the protruding portion of the steel cage, the problem of displacement or deformation of the steel cage is likely to occur, which causes more trouble. > The soil can be seen from the above, using the conventional fixing frame to fix the reversed steel column, which will cause troubles, troubles and costs for construction of 4 to 5 noon, even if the structure and method of the fixed frame are used in the construction industry. For many years, further improvement is still needed. [New content] The purpose of this creation is to provide a reverse-column fixed structure, which can be installed in the field. It needs to be pre-manufactured and formed. It can be assembled without the use of heavy cranes. The solution does not require the lifting of heavy cranes. In order to achieve the above purpose, the present invention is designed to reverse the column fixing structure, which is used for vertically positioning and fixing a reverse steel column in the __ foundation pile hole + for concrete filling and sizing work, which is better. The system comprises: two first crossbars, the f-shafts abutting against two opposite sides of the counter-stretched steel column, the two ends of which extend against the ground on both sides of the base pile hole; two second crossbars, The shaft body abuts against the other two opposite sides of the reverse-strength steel column, and the two ends thereof extend against the ground on both ends of the pile hole; and four of the four sides of the counter-stretched steel column respectively M438495 a main support frame, each of the main support frames includes two main support bars, and an upper resisting cross bar that is slidably coupled to one end of the two main support bars, the upper resisting cross bar abutting against the reverse doping At a side portion above the pile hole, and the main support rod is respectively coupled to the first cross rod or the second cross rod, thereby the vertical strut steel column is vertically positioned and fixed in the pile hole. The anti-column fixing structure according to the above preferred embodiment, wherein each side of the f-reverse steel column is provided with a shearing nail, the upper resisting rail abuts against the shearing nail; and the main supporting god adopts The splicing structure, the screw locking structure and the engaging structure are respectively coupled to the first crossbar or the second crossbar; furthermore, the main support# shelf can be physically connected to the two main cutting bars At least one reinforcing crossbar is provided to enhance the structural strength of the main support frame. The reverse-column fixing structure described in the above-mentioned content, which further comprises at least two side frames respectively arranged on the reverse-strength steel column, each material «containing two (four) materials' and - spanning (four) ^ cypress The support 4 strut-end 7 resists the crossbar, and the lower resistive crossbar abuts against the counter-stretched steel column to extend the 7-pillar hole_side portion, and the sub-supporting pole=not combined with the first crossbar Or the second crossbar. The application, the counter-stretching steel column has a force nail, the lower resisting bar abuts against the shearing nail, and the 2# mining material connection structure, the screw locking structure and the engaging structure are further combined with the first The crossbar or the second crossbar, in addition, the village implements the slashing of the material to at least reinforced the secret cup to enhance the structural strength of the secondary support frame. The reverse hitting (four) fixed structure according to the above preferred embodiment, wherein the G3 two third crossbars are arranged on both sides of the two first M438495 crossbars; and the two A second crossbar is spanned on the two third crossbars to enhance the stability of the counter-column fixing structure. The reverse strut fixing structure according to the above preferred embodiment, further comprising two sets of vertical stabilizing devices, wherein the vertical stabilizing vibrating body comprises a fixing rod and at least a steel cable; the fixing rod is combined with the counter-attacking a side portion in the base hole; one end of the cable is tied to the fixing rod, and the other 3 = a cross bar or the second cross bar; thereby, the cable can be used to adjust the verticality of the condensation =::: And the counter-strength steel column can withstand the reverse-column fixed structure of the mixed creation, in the construction site, the scattered modular components, and as long as it is transported to the construction site for the knife to read Zhongsheng 彡+, the construction site will be built according to the actual situation. The demand is fast into the reverse column fixing structure, so that it can overcome the disturbances and disadvantages caused by the conventional use of the first type of construction of the fixed frame, such as easy handling, high manufacturing cost and the like. Moreover, when the construction work of the ten-year-old age can directly reverse the steel column (4) in the pile hole _:= two!: the second crossbar, the main support frame and the auxiliary support. And 4, the equipment is hung The fixed frame 2 of the conventional: and: after the completion of the work, as long as the staff will be the first - crossbar, the second fixed frame of the know-how. Therefore, it is not necessary to use the machine to lower the construction cost and other benefits. In addition, because f乍 can achieve a fast and heavy-duty fixed frame, it can be used as a tool. It is easy to cause collisions, and it is easy to cause collisions. problem. [Embodiment of 4 Cannon Ribs] M438495 The structural features and other functions and purposes of this creation are described in detail in the following embodiments: Referring to the first, second and third figures, the creation The reverse column fixing structure is used for fixing a rectangular, triangular, circular or other shape of the reversed steel column. The preferred embodiment comprises two modular first cross bars 1 and two second cross members. The rod 2 and the four sets of main support frames 3 can also be assembled with two or four sets of sub-support frames 4 according to the construction requirements for vertically positioning and fixing a reverse steel column 1〇 in a pile hole 20, wherein: The two first crossbars 1 may be pre-cut steel bars, steel beams or other long straight rods, such that the shafts abut against the opposite sides of the counter-stretch steel column 10, and the two ends thereof extend against the two sides. On the ground on both sides of the pile hole 20, the X and Z directions of the reverse steel column 10 are thus limited. The two second crossbars 2 can also be pre-cut steel bars, steel beams or other long straight rods, and the rod body abuts against the opposite sides of the counter-stretched steel column 1 The two ends extend against the ground at both ends of the pile hole 20, thus limiting the Y and Z directions of the reverse steel column 10. The four sets of main support frames 3 are separated from the first cross bar 1 and the second cross bar 2 (as shown in the fourth figure) before installation, and the four sets of main support frames 3 are respectively set in the reverse direction. The four sides of the steel column are used to support the reverse steel column 10; each of the main support frames 3 includes two main support rods 31, and a cross-bonding joint on the end of the two main support rods 31 The cross bar 32, the support bar 31 and the upper resisting cross bar 32 can be welded by steel bars, steel beams or other long straight rods. Thereby, the upper resisting crossbar 32 is abutted against the counter-stretched steel column 10 at a side portion above the pile hole 20 of the base M438495, and the lower end of the main support rod 31 is respectively coupled to the first checker 1 and/or The second crossbar 2, and the main support bar 3 can be combined with the first known rod 1 or the first cross bar 2 by means of a welded structure, a screw locking structure and a snapping structure or the like, so that the reverse steel column can be 1 〇 Vertically positioning the solid foundation in the pile hole 20 to form the fixed structure of the reverse column (as shown in the figure and the second figure) for subsequent concrete pouring operation. As shown in the first and fourth figures, the preferred embodiment of the main support frame 3 further includes at least one reinforcing member/shaft 33 connected to the two main support rods 31, and the reinforcing mast 33 is also the same. It is welded for steel bars, steel beams or other long straight rods. Thus, the two main support rods 3 are arranged in a trapezoidal shape by reinforcing the cross bar 33, and have better structural strength and stability during support. As shown in the first figure, the shear rivet 1 is provided on each side of the reverse steel column 1 ,, so the first cross bar i, the second cross bar 2 and the (4) main support frame 3 of the present invention can be Abutting on the shearing nail 101, for example, the upper resisting crossbar 32 of the main supporting frame 3 can be abutted against the shearing nail 1 (n, which improves the stability of the structure of the branch building. Reverse the steel column, before the main support frame 3 is installed, the spot welding-crossbar is on the opposite side of the steel column, and then the upper support frame 3 is resisted by the crossbar. Below, 俾 obtain a better branch point. — Referring again to the first, second and fifth figures, the present invention preferably includes two sets of fields respectively disposed on at least two sides of the reversed steel column 10. 'd or four sets of four sub-support brackets 4 (not shown). i: support = bracket 4 consists of two sub-segments 1 - cross-linking; at least between the sub-support rods 41 Reinforce the fine; when 9 M438495, 'make the lower resisting bar 42 against the side of the counter-stacked steel column 〇 into the side of the pile hole 2〇, or make the lower resisting cross-bar 42 against the counter-struck steel column 1〇 shear pin 101' and vice The upper ends of the struts 41 are respectively coupled to the first crossbar 1 and/or the first rank cup 2', and the joint manner thereof can also be a welded structure, a screw-locking structure, a snap-fit structure or the like, and then combined with the first cross. The rod cymbal and/or the first rib 2 can thereby improve the stability of the counter-column fixing structure by using the sub-support frame 4, and can resist the floating force during concrete pouring, so that the counter-steel column 10 is stably maintained vertically. Furthermore, as shown in the seventh figure, the preferred embodiment of the present invention further comprises two third crossbars 5'. The two third crossbars 5 are steel bars, steel beams or other long strips 7 straight cups. Having it arranged on both sides of the two cross-bars, and the two second crossbars 2 are placed on the two third cross-bars 5, and the two second cross-bars 2 are Balance and stability. In addition, when the length of the reversed steel column 10 is long, for example, the length reaches 1; above the meter, in order to improve the stability of the lower section of the reversed steel column, the vertical section is kept vertical. Two sets of vertical stabilizers 6, the vertical stabilizer 6 comprising - a mosquito rod 61 and at least a steel cable 62; wherein the fixed rotation Combined with the side portion of the reversed steel column 1G extending into the base pile hole 2Q; and the end of the steel cable 62 is tied at the fixed _, and the other end is tied to the first cross bar i or the second cross bar 2 ' The method of attaching to the first crossbar 1 or the second crossbar 2 can be adjusted by using a hand puller 63 (also called a wire puller). As for the binding mode of 63, it is open knowledge, so it is not awkward. In summary, the creation of the reverse-column fixed structure is polite and creative, and its technical means are also novel and undoubted. The effect of i and the setting of M438495 is in line with the fact that it has been said to be reasonable and clear. To this end, the patent application is filed according to law, but Xiao Baohui is invited to give a detailed examination, and the patent is granted as 'to the sense of virtue.', 'Simplified description of the figure】 The first picture is a preferred embodiment of the fixed structure of the creation A three-dimensional diagram. The second figure is a schematic cross-sectional view of a preferred embodiment of the creative fixing structure. The third figure is a top plan view of a preferred embodiment of the creative fixing structure. The fourth figure is a perspective view of a preferred embodiment of the third crossbar of the creation. The fifth figure is an exploded schematic view of a preferred embodiment of the creative main support frame. The figure / is a schematic exploded view of a preferred embodiment of the sub-support frame. Figure 7 is a schematic cross-sectional view showing a preferred embodiment of the vertical stabilizer of the present invention. The eighth figure is a perspective view of a preferred embodiment of the creation vertical stabilizer. [Main component symbol description] 1 First crossbar 2 Second crossbar 3 Main support frame 31 Main support bar 32 Upper crossbar 33 Reinforcement crossbar 4 Sub-frame 41 Sub-support bar 42 Lower crossbar 43 Reinforcement Rod 5 Second crossbar 6 Vertically stabilized 61 Fixed rod 62 Steel cable 63 Hand puller 10 Reversed steel column 101 Shear nail 20 Pile hole