541388 經濟部智慧財產局員工消費合作社印製 A7 —----—__B7 _ . 五、發明說明（/ ) 本發明係關於一種建築物基礎構造施工方法，其主要 係涉及於建築鋼筋的技術領域，尤指於建築物底部的柱結 構與地底下的基礎構造在連結間的施工方法更為省時，容 易掌控施工品質。 按由諸如建築物在打基礎樁於地底下，需要設置一用 以連結建築物的基礎構造，該基礎構造的施工流程，大抵 如第七圖所示，構造如第六圖所示，其中·· 裁韵備料：裁剪並備用圓棒形式的基礎圓光棒（6 〇 )以及竹節鋼筋（5 0 )，以及箍筋條（6 5 )、較細 鐵絲型態的； 、 加工·將基礎圓光棒（6 〇 )與竹節鋼筋（5 〇 )加 工彎折成l形式，筋條（6 5) f折成—特定範 圍的口字形形態，基礎圓光棒（6 0)一端以車床加工方 式製出螺紋端； /運送至現場組立：將前述材料運送至施工現場組立， 其係將數支呈對稱排列的竹節鋼筋（5 〇 )，以及數支基 礎圓，棒（60 )以及橫向綁束的箍筋條（65)，讓每 一竹節鋼筋（50)鄰側連結-圓㈣的基礎圓光棒（6 〇) ’透過基礎圓光棒（6 0)—段貼靠竹節鋼筋（5 〇 )外側，經由紮筋線（5 5 )分別在數點位置綁束以 後，於數組由基礎圓光棒（6 0)與竹節鋼筋（5〇)圍 成一特定範圍的外側面，沿心㈣距綁束數條箍筋條 (65) ’箍筋條（65)與竹節鋼筋（5〇)互呈垂 直，藉以綁束適當間距的數支箍筋條（6 5 )提供基礎構 3 —------------ 、紙張尺中國國家標準(CNS)A4規格（210 X 297公ΪΤ''--- (請先閱讀背面之注意事項再填寫本頁)541388 Printed by the Consumers ’Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs A7 —----—__ B7 _. V. Description of the Invention (/) The present invention relates to a building foundation construction method, which mainly relates to the technical field of building steel bars , Especially the construction method of the column structure at the bottom of the building and the underlying structure in the connection room is more time-saving and easy to control the construction quality. According to the construction of foundations such as buildings under the ground, it is necessary to set up a foundation structure to connect the buildings. The construction process of the foundation structure is as shown in Figure 7, and the structure is shown in Figure 6, where: · Rhyme preparation materials: Cut and prepare the basic round light rod (60) and bamboo reinforcement (50) as well as stirrups (65) and thin iron wire in the form of round rods; (60) and bamboo reinforcement (50) are processed into a l shape, and the ribs (65) are folded into a specific range of mouth shape. One end of the basic round light rod (60) is made by lathe processing. / Ship to the site for assembly: The aforementioned materials are delivered to the construction site for assembly, which consists of several bamboo rods (50) arranged symmetrically, as well as several base circles, rods (60), and transversely bound stirrups. Strip (65), so that each bamboo reinforcement (50) is connected next to each other-the base round bar (60) through the round bar (60)-the section abuts against the outside of the bamboo bar (50), through the tie After the tendons (5 5) are tied at several points, The base round light rod (60) and the bamboo reinforcement (50) form a specific range of the outer side, and a plurality of stirrups (65) are bound along the center of the heart's hoop (65) and the bamboo reinforcement (50). ) Are perpendicular to each other, by which a number of stirrups (6 5) with appropriate spacing are provided to provide the basic structure 3 —------------, paper rule Chinese National Standard (CNS) A4 specification (210 X 297 公 ΪΤ '' --- (Please read the notes on the back before filling this page)
541388 五、發明說明（ 以的杬[H ’再於#筋條（6 5 )與竹 基礎圓光棒（6 〇 )疊靠處札—〔b ϋ )、 束’當，結柱結構（3Q)時，係先在基礎圓光棒^ 〇上立而的螺紋端（5 1 )上螺設有下螺帽（6 6 )，並 調整下螺帽（6 6)使呈水平； 亚 >校正基礎圓光棒：乌配合吊車吊起柱結構（30)， 讓=構（3 0 )水平面上預設的孔洞對準基礎圓光棒 (〇)螺紋端（5 ])插放，需要調整基礎圓光棒（6 ㈡㈣直度’確保螺紋端（5 1 )«準柱結構（3 〇 )的孔洞’保持柱結構（3 Q )架設於基礎構造的水平 =而調整基礎圓光棒（6Q)之時需反覆鬆開紫筋線 訂 ::二覆校正基礎圓光棒（6 〇)，隨後再調整柱 〜構（3 0 )對準螺紋端（5 1 ); 完成定位：經前述杈正流程，讓柱結構（3 〇 )對準 插^螺紋端（51)，之後於螺紋端（51)伸出柱結構 (3 0)該處設有迫緊用之螺帽，讓柱結構（3 〇 ) 並連結於基礎構造上； 封模·透過模板將基礎構造包圍封蓋； 准漿：灌入混凝土於模板内，讓混凝土與基礎構造結 合’固化之後，拆模即完成。 經上說明其施工流程，可以發現前速基礎構造施工法 存在長久以來未能解決的問題： 一 1 ·結構強度不穩定。支樓柱結構的基礎圓光棒透過 紮筋線與竹節鋼筋綁束一起，讓基礎圓光棒的螺紋端較竹 本紙張尺中國國家標準（(^幻八4規格(2]〇\ 297公釐） 541388 五、發明說明（）） 1=頂部伸出，基礎圓光棒底部呈懸空狀 未-支撐於底面，因而基礎圓光 2棒 不穩定的=土裂開’發生基礎構造支撐柱結構失敗 線外2耗時耗工。除了箍筋條與竹節鋼筋綁束紮筋 線綁束=2礎圓光棒與竹節鋼筋以紫筋線綁束，紮筋 喰，盔日、長，更因基礎圓光棒與竹節鋼筋綁束紮筋 二基礎圓光棒呈筆直狀，難免呈傾斜，固 ::累巾目沿者螺紋端螺合以調整水平度，仍無法精確 =使件柱結構的孔洞报難對準螺紋端順利插人，施541388 V. Description of the invention (where 杬 [H '再 于 # 筋 条 (6 5) and bamboo base round light stick (60)) are stacked at a place— [b ϋ], bundles, when the column structure (3Q) At first, a lower nut (6 6) is screwed on the threaded end (5 1) of the base round light rod ^ 〇, and the lower nut (6 6) is adjusted to be level; sub > correct the foundation Round light rod: The column structure (30) is lifted with a black crane, and the preset hole in the horizontal plane of the structure is aligned with the threaded end (5) of the basic light rod (0). 6 ㈡㈣Straightness 'Ensure the threaded end (5 1) «Hole of quasi-column structure (3 〇)' to maintain the column structure (3 Q) erected at the level of the foundation structure = while adjusting the base round light rod (6Q) to loosen repeatedly Open the purple tendon :: double-correct the basic round light rod (60), and then adjust the column ~ structure (30) to align with the threaded end (5 1); complete the positioning: after the foregoing process of normalizing, let the column structure ( 3 〇) Align the threaded end (51) with the threaded end (51) and then protrude the post structure (30). There is a pressing nut for the post structure (30) and connect it to the foundation. structure Form-sealing · The foundation structure is enclosed and sealed through the formwork; quasi-slurry: the concrete is poured into the formwork and the concrete is combined with the foundation structure to 'solidify and the formwork is dismantled. According to the construction process, the front-speed foundation can be found There are problems that have not been solved for a long time in the construction method: 1. Structural instability. The foundation round rods of the pillar structure are tied with bamboo reinforcement bars through tie bars to make the threaded ends of the base round rods smaller than bamboo paper rulers. Chinese national standard ((^ Magic 8 4 specifications (2) 0 \ 297 mm) 541388 V. Description of the invention ()) 1 = The top is protruding, the bottom of the basic round light rod is suspended and not supported on the bottom surface, so the basic round light 2 Rod instability = soil cracking occurred, except for the failure line of the supporting structure of the foundation structure. 2 It was time-consuming and labor-consuming. In addition to the tie bars and bamboo reinforcing bars, the tie bars were tied = 2 basic round rods and the bamboo bars were connected with purple bars. Tie bundles, tie bars, helmets day, long, but also because the base round light rod and bamboo reinforcement bar tie two tie round light rods are straight, inevitably tilted, solid :: The thread end of the tired towel head is screwed to adjust Level , Still can not be accurate = make the hole in the column structure difficult to align with the threaded end to insert,
也鬆開紫筋線、绑緊，讓基礎圓光棒儘可能擺垂 罝而對準柱結構的孔洞，制淮# _^L t yv + 、皁亚放入柱結構之後，再綁束 =肋線亚配合在基礎圓光棒與竹節鋼筋點焊㈣，始能完 成’惟，該調整以及結合柱結構的施工人數至少四人，施 =時間長達數小時，相當耗時耗工，而每一基礎構造的基 =圓光，與竹節鋼筋數量至少複數組以上，鄉束紫筋線的 丈目更疋繁多’時常讓施工人員疲累、不对煩，加上工時 有限’發生綁束紮筋線不夠紮實、不完整，加上基礎圓光 棒產生懸空狀態’更是弱化了基礎構造的強度，可想而 知’建築物之施工強度、耐震性必然降低，隱藏令人憂慮 的安全危機。 3 .材料成本高。除了竹節鋼筋之外，尚需要準備實 心圓棒的基礎圓光棒，材料成本高，而且搬運材料多，運 本紙張尺度適用中國國家標準（CNS)A4規格（210 X 297公f ) --------------裝 (請先閱讀背面之注意事項再填寫本頁) 訂---------線」 經濟部智慧財產局員工消費合作社印製 541388 A7 B7 五、發明說明〇 ) 輸成本相對提高。 請 先 閱 讀 背 φ 之 注 意 事 項 緣是，本發明人一本鑽研創作的精神，著手研究開 發，本著多年專業經驗與心得，悉心試驗，推陳出新，進 而提出本發明，以期改善習知之缺弊。 本發明之主要目的係為提供一種建築物基礎構造施工 方法，主要係基礎構造的施工法，是可以在施工現場之 刚，便能組立出精準水平度要求的基礎構造，再載運至現 場而能在短時間内，與柱結構定位完成，提供一省工時、 回效率、易保持水平精準度、節省材料的施工品質。 依據本發明之主要目的所述，本發明之較佳具體 例是： 、 訂 、，備料加工：將竹節鋼筋加工為L形，水平向是抵靠於 平面的支腳，竹節鋼筋軸向頂部加工製設為螺紋段，以及 備用箍筋條以及紮筋線； 、、且立基礎構造：將數支竹節鋼筋呈對稱規則排列，於 即鋼筋圍繞範圍之外側，沿軸向綁束數支互有間距的 插筋條’箍筋條與竹節鋼筋交界處以紮筋線綁束緊固； 經 濟 部 智 慧 財 產 局 員 工 消 費 合 作 祛 印 製 ^載運地現場，70成定位··將前述預先組立的基礎構 ，搬運至施工現場’各竹節鋼筋的螺紋段螺合調整帽，以 調整各調整帽呈轉，讓柱結構所設之孔洞對準竹節鋼筋 的螺紋段插放結合。 為使貝審查委員能進一步瞭解本發明之特徵及實用 功效’兹以下文所述較佳實施例配合圖式詳細說明如后'·· (一）圖式部份： (210 x 297 公 f ) 541388 A7 五、發明說明（Γ) 第一圖係本發明之施工流程示意圖。 第二圖係本發明之元件分解立體圖。 第三圖係本發明之立體外觀圖。 第四圖係本發明之組合剖視圖。 第五圖係本务明之另一實施例的組合剖視圖 第六圖係現有之立體外觀圖。 第七圖係現有之施工流程示意圖。 (二）元件標號部份： (1〇)竹節鋼筋 (12)螺紋段 (2 0 )箍筋條 (3 0 )柱結構 (3 2 )孔洞 (5 0 )竹節鋼筋 (5 5 )紮筋線 (60)基礎圓光棒 (6 5 )箍筋條 (11)支腳 (1 4 )調整帽 (2 5 )紮筋線 (31)基板 (3 5 )鎖帽 (51)螺紋端(6 6 )下螺帽 2F先閱讀背面之注意事項再填寫本頁) --¾ -----訂------ 經濟部智慧財產局員工消費合作社印製 一本發明係一種建築物基礎構造施工方法，請參看第一 至二圖，本發明施工流程係如下之說明； 備料加工：準備竹節鋼筋（1 〇 )，並將竹節鋼筋 (1 0 )加工為L形’水平向是抵靠於平面的支腳（工 1)，並在竹節鋼筋（i◦)轴向頂部加卫製設為螺紋段 (1 2 )並準備為肋條（2 Q )以及紮筋線（2 5 ); 組立基礎構造：其以數支竹節鋼筋（1〇)為基礎， 線丨· 7 541388 A7 B7 五、發明說明 讓數支竹節鋼筋（1 〇 )呈對稱規則排列，於數 奴ΤΓ即鋼筋 k丄〇 )圍繞範圍之外側，沿軸向綁束數支互有間距的箱 筋條（2 0 )，箍筋條（2 0 )與竹節鋼筋（]π、_ = ^ „ 、丄υ )父界 處亚以紮筋線（2 5 )綁束緊固，由於竹節鋼筋（i 〇 ) 在加工時便已拉直軸向端，讓螺紋段（1 2 )方向保持垂 直度，由於直接綁束箍筋條（2 0)，故能在短時間内完 成組立； & 載運工地現場，完成定位：將前述已在工廠施作完成 的基礎構造搬運到施工現場，於各竹節鋼筋（1 〇 )的螺 紋段（1 2 )螺、合調整帽（i 4 )，並調整各調整帽（丄、 4)呈水平’隨後吊車吊起柱結構（3 〇)，而讓柱結構 (3 0 )水平的基板（3 1 )所設之孔洞（3 2 )對準竹 節鋼筋（1 〇 )的螺紋段（i 2 )，插放結合，讓螺纹段 (12)伸出孔洞（32)，基板（3d承托於調整= (1 4 )上，再於螺紋段（丄2 )上鎖設緊固鎖帽（3 5 )即告完成； 封模：透過模板將基礎構造包圍封蓋； 灌漿：灌入混凝土於模板内，讓混凝土與基礎構造結 合’當混凝土固化之後，拆模即完成。 另外，第五圖說明本發明可以在調整帽（丄4)調整 水平位置之後，設置-對準螺紋段（i 2)穿放進去的二 強板（4 0 )，加強板（4 〇 )可以輔助承載柱結構（3 0)的負何’讓強度益加平穩。 在說明本發明的基礎構造施工流程，本發明的施工方 本紙用中國國家標準（CNS)A4規格公复 (請先閱讀背面之注意事項再填寫本頁) 裝 ----tx---------^丨#--------------------- 541388 經濟部智慧財產局員工消費合作社印製 A7 B7 五、發明說明（7 ) 法提昇了效率而具有下列的功效優點，完全改善習知的問 題： 1 ·施工流程節時省工高效率。本發明之基礎構造是 預先在工廠内組裝竹節鋼筋（10)與箍筋條（2〇)， 在校直加工竹節鋼筋（1 〇 )之時，便能調整出竹節鋼筋 (1 0 )的垂直度，因免除習知繁多元件，而能在短時間 内將竹節鋼筋（1 〇)與箍筋條（2 0)組立完成，在到 達現場以後，便可直接將柱結構（3 〇)對準螺紋段（工 2 )插裝，不須再鬆開紮筋線（2 5 )調整竹節鋼筋（工 0 )對準柱結構（3 0 )，工時較習知之數小時大幅降 低，甚可於1至1 . 5小時完成，不但省時迅速，並且對 紮筋線（2 5 )綁束竹節鋼筋（工〇 )與箍筋# ( 2 〇 ) 的處理在工薇之時便能充份完整，確保箱筋抗壓強度不減 損，伴隨施工人員不致不财繁項，提昇效率，成本低廉。 2 ·基礎構造之施工品f易掌控穩健可#性。本發明 T竹節鋼筋Q0)設置螺紋段（12)，逕由竹節鋼筋 “10)配合綁束用以抗壓的摇筋條（2〇)，由竹節鋼 肋1 0)支撐柱結構（3 〇)，不僅構造單純，並且由 承托於地面的竹節鋼筋（U)，直接連結柱結構（3 0)形成有如_體形式的連結型態，結構強度更為 ;且竹節鋼筋（1〇)鄰側並無習知平行疊靠的基礎圓光 棒，灌襞以後’混凝土能充份地包覆竹節鋼筋（1〇)， ^不會有另外的變數造成混凝土裂開 度均十分穩定。 f強 g (CNS)A4 297 公 f ) (請先閱讀背面之注意事項再填寫本頁} -1 -------^---------^ — ------------ 五 541388 、發明說明（f) 3材料成本低。本發明無須習知 由竹節鋼筋加工螺紋段即 之基璉®光棒，逕 :成本，以及準備料材、預先加工的成本隨之大幅ΐ 偁叹。t，兀全改善習知之缺弊，無疑是— =深具實祕之佳作，應符專射請要件，f依；= (請先閱讀背面之>1音？事項再填寫本頁) 經濟部智慧財產局員工消費合作社印製 10 本紙張尺度適國國家標準（CNTS)A4規格(210 X 29f^JyAlso loosen the purple tendon line and fasten it so that the basic round light rod can sag as much as possible to align with the holes of the column structure. Make the Huai # _ ^ L t yv +, put Ziya into the column structure, and then tie up = rib The line subordinates can be completed with the spot light bar of the base round rod and the bamboo rebar, but the adjustment and the number of the construction of the combined column structure must be at least four people. The foundation of the basic structure = circular light, and the number of bamboo reinforcements is at least more than an array. The size of the rural beam purple tendon line is more numerous. Often, the construction workers are tired and uncomfortable. In addition, the working hours are limited. Solid and incomplete, coupled with the suspended state of the base round light rod 'weakens the strength of the foundation structure. It is conceivable that the construction strength and seismic resistance of the building must be reduced, hiding a worrying security crisis. 3. High material cost. In addition to the bamboo reinforcement, a solid round rod is needed to prepare the base round light rod. The material cost is high, and there are many materials to transport. The paper size of this paper applies the Chinese National Standard (CNS) A4 specification (210 X 297 male f) ---- ---------- Installation (please read the precautions on the back before filling this page) Order --------- line "Printed by the Intellectual Property Bureau Employee Consumer Cooperative of the Ministry of Economic Affairs 541388 A7 B7 5 2. Description of the invention Please read the memorandum of memorabilia first. The reason is that the inventor has devoted himself to the research and development of the spirit and started research and development. Based on many years of professional experience and knowledge, he has carefully experimented and invented new ideas. The main purpose of the present invention is to provide a construction method for building foundation structures, which is mainly a construction method for foundation structures. It can be used at the construction site to form the basic structure required for precise level and then transport it to the site. In a short time, the positioning with the column structure is completed, providing a man-hour saving, efficient recovery, easy to maintain horizontal accuracy, and saving construction quality of materials. According to the main purpose of the present invention, the preferred specific examples of the present invention are:, ordering, and stock preparation processing: processing bamboo rebar into L-shape, horizontally abutting against the feet of the plane, and processing the axial top of the bamboo rebar The system is set as a thread segment, as well as a spare stirrup bar and a tie bar; and the basic structure: several bamboo rebars are arranged symmetrically and regularly, that is, the outer side of the steel bar is bound around, and several branches are bound along the axial direction. The gap between the gap reinforcement bars' hoop bars and the bamboo reinforcement is tied with a tie bar and fastened; the consumer cooperation of the Intellectual Property Bureau of the Ministry of Economic Affairs removes the printing ^ at the shipping site, 70% of the location. Then, carry it to the construction site 'and screw the adjustment caps of the threaded sections of the bamboo reinforcement to adjust the rotation of each adjustment cap so that the holes set in the column structure are aligned with the threaded sections of the bamboo reinforcement. In order to enable the panel reviewer to further understand the features and practical effects of the present invention, the preferred embodiments described below are described in detail with the drawings as follows. (1) Schematic part: (210 x 297 male f) 541388 A7 V. Description of the Invention (Γ) The first drawing is a schematic diagram of the construction process of the present invention. The second figure is an exploded perspective view of the components of the present invention. The third figure is a three-dimensional appearance view of the present invention. The fourth figure is a combined sectional view of the present invention. The fifth diagram is a combined sectional view of another embodiment of the present invention. The sixth diagram is a conventional three-dimensional appearance diagram. The seventh diagram is a schematic diagram of the existing construction process. (2) Component labeling part: (10) Bamboo reinforcement (12) Thread section (2 0) Stirrup bar (30) Column structure (32) Hole (50) Bamboo reinforcement (55) Tie bar (60) Basic round light rod (6 5) stirrup bar (11) feet (1 4) adjustment cap (2 5) tie bar (31) base plate (3 5) lock cap (51) threaded end (6 6) Under the nut 2F, read the precautions on the back before filling out this page) --¾ ----- Order ------ Printed by the Consumer Cooperative of the Intellectual Property Bureau of the Ministry of Economic Affairs This invention is a building infrastructure construction For the method, please refer to the first to second figures. The construction process of the present invention is described as follows: Material preparation: Prepare the bamboo reinforcement (100), and process the bamboo reinforcement (10) into an L shape. The horizontal direction is against the plane. Foot (work 1), and on the axial top of the bamboo reinforcement (i◦), the guard system is set as the thread segment (1 2) and is prepared for the ribs (2 Q) and the tie bars (2 5); set up the foundation structure : It is based on a number of bamboo reinforcing bars (10), line 丨 · 7 541388 A7 B7 V. Description of the invention Let a number of bamboo reinforcing bars (10) be arranged symmetrically and regularly, surrounded by a number of slaves (that is, steel bars k 丄 〇). Out of range, Several axially bound box bars (2 0), hoop bars (2 0) and bamboo reinforcement bars (] π, _ = ^ „, 丄 υ) at the father's boundary 5) The binding is fastened, because the bamboo rebar (i 〇) has been straightened at the axial end during processing, so that the direction of the thread segment (1 2) is kept vertical. Because the tie bar (20) is directly tied, Can be assembled in a short time; & the site of the loading site, complete the positioning: transfer the previously completed basic structure in the factory to the construction site, screw in the thread sections (1 2) of each bamboo reinforcement (10), The adjustment cap (i 4) is closed, and the adjustment caps (丄, 4) are adjusted to be horizontal. Then the column structure (30) is lifted by a crane, and the base plate (3 1) is set to make the column structure (30) horizontal. The hole (3 2) is aligned with the threaded section (i 2) of the bamboo reinforcement (1 〇), and is inserted and combined so that the threaded section (12) protrudes from the hole (32), and the base plate (3d is supported by adjustment = (1 4) After that, the fastening section (3 5) is locked on the threaded section (丄 2); mold sealing: the foundation structure is enclosed by a formwork; grouting: pouring concrete into the formwork, Combining concrete with foundation structure 'When the concrete is cured, the demoulding is completed. In addition, the fifth figure illustrates that the present invention can set-align the thread section (i 2) after the adjustment cap (丄 4) adjusts the horizontal position. The second strong plate (40) and the reinforced plate (40) can assist the load bearing column structure (30) to make the strength more stable. In explaining the basic structure construction process of the present invention, the paper used for the construction of the present invention is publicly copied using the Chinese National Standard (CNS) A4 specification (please read the precautions on the back before filling this page). ---- tx ---- ----- ^ 丨 # --------------------- 541388 A7 B7 printed by the Consumer Cooperatives of the Intellectual Property Bureau of the Ministry of Economic Affairs V. Statement of Invention (7) Law It improves the efficiency and has the following advantages: It completely improves the conventional problems: 1) The construction process saves time and labor and has high efficiency. The basic structure of the present invention is to assemble bamboo reinforcement bars (10) and stirrup bars (20) in a factory in advance. When the bamboo reinforcement bars (10) are straightened and processed, the verticality of the bamboo reinforcement bars (10) can be adjusted. Degree, because of the elimination of many known components, the bamboo reinforcement (100) and the stirrup bar (20) can be assembled in a short time. After arriving at the site, the column structure (30) can be aligned directly. The thread section (work 2) is inserted, and it is not necessary to loosen the tie bar (2 5) to adjust the bamboo reinforcement (work 0) to align with the column structure (30). The working time is greatly reduced compared to the known hours. It can be completed in 1 to 1.5 hours, which not only saves time and speed, but also handles the tie bars (2 5) to bundle the bamboo reinforcement bars (工 〇) and the stirrup # (2 〇). To ensure that the compressive strength of the box ribs is not degraded, and the construction personnel will not be unprofitable, increase efficiency, and have low cost. 2 · The construction products of the basic structure are easy to control and stable. In the present invention, the T-stub steel bar Q0) is provided with a threaded section (12), the diameter of which is supported by a stub steel bar (20) tied with a stub steel bar "10" to support compression, and the column structure is supported by a bamboo steel rib (10). ), Not only the structure is simple, but also from the bamboo reinforcement (U) supported on the ground, directly connected to the column structure (30) to form a connection type like _ body form, the structural strength is more; and the bamboo reinforcement (1〇) adjacent There is no conventional round light bar on the side. The concrete can be fully covered with bamboo reinforcement (10) after pouring. ^ No additional variables will cause the cracking of the concrete to be very stable. FStrongg (CNS) A4 297 male f) (Please read the precautions on the back before filling in this page) -1 ------- ^ --------- ^ — -------- ---- Five 541388, invention description (f) 3 The material cost is low. The present invention does not need to be familiar with the processing of threaded sections made of bamboo steel bars, which is the basis of the 光 ® light rod. Significantly sigh. T, the disadvantages of Wuquan's improvement of knowledge is undoubtedly — = a masterpiece with deep secrets, which should meet the requirements of special shooting, f Yi; = (Please read the first note on the back? Items and then Complete this page) Ministry of Economic Affairs Intellectual Property Office employees consumer cooperatives paper printed 10 scale applicable national standards State (CNTS) A4 size (210 X 29f ^ Jy