TW200540319A - Method for manufacturing pre-cast hollow shell column and forming device thereof - Google Patents
Method for manufacturing pre-cast hollow shell column and forming device thereof Download PDFInfo
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- TW200540319A TW200540319A TW93116759A TW93116759A TW200540319A TW 200540319 A TW200540319 A TW 200540319A TW 93116759 A TW93116759 A TW 93116759A TW 93116759 A TW93116759 A TW 93116759A TW 200540319 A TW200540319 A TW 200540319A
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 24
- 238000000034 method Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 238000005266 casting Methods 0.000 claims abstract description 8
- 230000008859 change Effects 0.000 claims abstract description 6
- 239000004567 concrete Substances 0.000 claims description 41
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000005096 rolling process Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 230000003449 preventive effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 22
- 239000000463 material Substances 0.000 abstract description 4
- 239000011178 precast concrete Substances 0.000 abstract 1
- 238000000465 moulding Methods 0.000 description 15
- 238000010586 diagram Methods 0.000 description 12
- 230000009471 action Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- ZSLUVFAKFWKJRC-IGMARMGPSA-N 232Th Chemical compound [232Th] ZSLUVFAKFWKJRC-IGMARMGPSA-N 0.000 description 1
- 229910052776 Thorium Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
Description
200540319 五、發明說明（1) 造用之中空薄殼柱體，特別是關 之製造方法及其成型裝置。 於 發明所屬之技術領域】 本發明係關於建築營 一種預鑄中空薄殼柱體 【先前技術】 一般在大樓建築營造時 鋼骨架等，而在鋼筋混凝土 樓施工現場架設鋼筋及模板 有些則在預鑄廠預鑄中空薄 場，利用組立施工法將其與 法建築營造大樓支柱時，需 好鋼筋並架設固定模板後， 模板内的混凝土凝固後，才 上稍嫌緩慢，會延長大樓的 ^築營造大樓支柱時，雖可 设柱體，惟因中空薄殼柱體 支柱重量相當重，在搬運 及不便性。 緣此’本發明人有鑑於 討論改善，終於提出一種可 ，運組裝，加強樑柱品質， 月匕有政改善上述缺失的一種 ’其骨架有鋼筋混凝土骨架與 骨架建築營造時，有些是在大 ’而後灌入混凝土形成支柱， 殼柱體，再戴運至大樓施工現 基座或樑結合；利用前者之方 在每根支柱基座位置預先固定 再進行灌漿之工作，且需等到 可進行下一工程，在建築時間 施工期間；而利用後者之方法 在預鑄廠預鑄好所需之中空薄 為鋼筋與混凝土所合成之實心 與現場施工時會造成成本增加 此，乃特潛心研究並經過不斷 降低預鑄材料重量，利於吊昇 並可縮短工期、提高生產力且 中空薄殼柱體之製造方法及其200540319 V. Description of the invention (1) Production of hollow thin shell cylinders, especially related manufacturing methods and forming devices. [Technical field to which the invention belongs] The present invention relates to a kind of hollow thin shell column in a construction camp. [Previous technology] Generally, steel skeletons and the like are used in building construction, and some steel bars and formwork are erected at the construction site of reinforced concrete buildings. In the hollow thin field of the foundry, when the construction method is used to construct the pillars of the building with the French method, the steel bars need to be reinforced and the fixed formwork is erected. After the concrete in the formwork has solidified, it will be slightly slower, which will extend the building construction of the building. Although pillars can be set in the building pillars, the hollow thin shell pillar pillars are quite heavy, which is difficult to handle and inconvenience. Because of this, the inventor finally proposed a method that can improve the quality of the beams and columns in order to improve the quality of the beams and columns in order to improve the lack of the above-mentioned method. 'Then it is poured into concrete to form pillars, shell pillars, and then worn and transported to the building for construction of foundations or beams; the former is used to fix the position of each pillar foundation in advance and then grouting, and it is necessary to wait until the next A project, during the construction time of the construction; and the latter method will cause the cost increase when the solid and composite construction of the hollow and thin steel bars and reinforced concrete required in the factory is done. Continuously reducing the weight of thorium material, which is favorable for lifting, can shorten the construction period, improve productivity, and a manufacturing method of a hollow thin shell cylinder and its method
第5頁 200540319 五、發明說明（2) 成型裝置。 【發明内容】 <〈所欲解決之技術問題〉〉 本發明主要在於解決習知在大樓建築營造時，在大樓 施工現場架設鋼筋及模板，而後灌入混凝土形成支柱，或 有些在預鑄廉預鑄中空薄殼柱體，再戴運至大樓施工現 場，利用組立施工法將其與基座或樑結合等方法皆未能有 效縮短工期、提高生產力等缺失。Page 5 200540319 V. Description of the invention (2) Molding device. [Summary of the invention] < < Technical problem to be solved > > The present invention is mainly to solve the problem that during the construction of a building, steel bars and formwork are erected at the construction site of the building and then filled with concrete to form a pillar, or some預鑄 Hollow thin shell cylinders are then worn and transported to the construction site of the building, and methods such as combining them with the foundation or beam using the group construction method have failed to effectively shorten the construction period and improve productivity.
<<解決問題之技術手段〉〉 營建工程一直是基礎建設重要的一環，也是經濟發展 的基礎，如何有效縮短工期並提高工程品質是最重要且不 可妥協的要求，是故本發明之主要目的提供一種可降低預 鑄材料重量，利於吊昇搬運組装，並加強樑柱品質、縮短 工期、提高生產力的一種中空薄殼柱體之製造方法及其成 型裝置。 ~< < Technical means for solving problems 〉〉 Construction projects have always been an important part of infrastructure construction and the basis of economic development. How to effectively shorten the construction period and improve the quality of the project is the most important and uncompromising requirement, which is the main reason of the present invention. Objective To provide a hollow thin shell column manufacturing method and its molding device which can reduce the weight of concrete materials, facilitate lifting and assembly, and enhance the quality of beams and columns, shorten the construction period, and increase productivity. ~
為達上述發明目的，本發明所運用之技術手段在於提 供一種成型裝置，該裝置係由—L形上定位鋼模、一 L形下 定位鋼模及二定位防漏件所構成’該L型上下定位鋼模於 其外側面上，皆設置有複數個適當圓弧之弧形腳座，定位 防漏件四面邊上預設預鑄混凝土之預鑄厚度，並藉由上述 組合’形成-密閉四方長筒形之預鑄造形’前後‘成兩個In order to achieve the above-mentioned object of the invention, the technical means used in the present invention is to provide a forming device, which is composed of an L-shaped upper positioning steel mold, an L-shaped lower positioning steel mold, and two positioning leak-proof members. The upper and lower positioning steel molds are provided with a plurality of arc-shaped foot bases with appropriate arcs on the outer surface, and the thickness of the concrete is preset on the four sides of the positioning leak-proof member, and formed and sealed by the above combination. The shape of the square rectangular tube is shaped 'two' in front and back
第6頁 200540319 五、發明說明（3) 開口端及a、b、c、d四個内緣預鑄面，L形上下定位鋼模 組合後，其外側面上之弧形腳座彼此接觸，於其裝置外殼 面上形成圓形之圓弧腳座，可使得該裝置形成滾動換面之 狀態，而得一次預鑄一個内緣預鑄面成型；而該中空薄殼 柱體其内部係由複數筆箍柱鋼筋籠結構排列、組立而成， 並於其二對角邊上，各設置有一貫穿連結所有箍柱鋼筋籠 並向外突出之工作筋，該鋼筋籠可置入上述L型上定位鋼 模及L型下定位鋼模組合後之内部空部，並使其工作筋穿 出於上述定位防漏件之預埋孔外； 其製造方法主要包含下列步驟： 步驟A :藉由L形上下定位鋼模組立結合而成一密閉四方長 筒形之預鑄造形，前後形成兩個開口端及a、b、 c、d四個内緣預鑄面，其中a面之弧形腳座座立於 地上，使得a面平躺於地面上形成穩固之狀態；將 中空薄殼柱體内部骨架之鋼筋籠結構由開口端置 入其内部空間，並將上述之定位防漏件裝設於該 開口端處，使鋼筋籠上設之工作筋穿出於定位防 漏件預設之預埋孔外，而完成整體裝置之裝設， 藉以形成該中空薄殼柱體之外圍混凝土預鑄面 積， 步驟B :將混凝土灌入平躺於地之a面内緣預鑄面内部，直 至其厚度與定位防漏件之預設厚度相同（若超出定 位防漏件之預設厚度則會溢出），等待混凝土凝 固；Page 6 200540319 V. Description of the invention (3) The open end and the four inner edges of a, b, c, and d. The L-shaped upper and lower positioning steel molds are combined, and the arc-shaped feet on the outer surface contact each other. A circular arc foot is formed on the surface of the device casing, so that the device can form a rolling surface change, and the inner edge of the hollow shell can be formed one at a time. A plurality of pen hoop column reinforcement cage structures are arranged and assembled, and on the two diagonal sides, each is provided with a working bar that penetrates and connects all hoop column reinforcement cages and protrudes outward. The reinforcement cage can be placed on the L-shape described above. Locate the internal cavity of the combined steel mold and the L-shaped lower positioning steel mold, and make their working ribs penetrate the embedded holes of the above-mentioned positioning leakage preventer. The manufacturing method mainly includes the following steps: Step A: By L The upper and lower positioning steel modules are combined vertically to form a closed rectangular long cylindrical sculpted shape, forming two open ends and four inner edge sloping surfaces a, b, c, and d, of which the a-shaped arc feet Sitting on the ground, so that the a side lies flat on the ground to form a stable state; The reinforced cage structure of the internal skeleton of the empty thin shell cylinder is inserted into its internal space from the open end, and the above-mentioned positioning leak-proof member is installed at the open end, so that the working ribs provided on the reinforcing cage pass through the positioning leak-proof member Outside the pre-embedded hole, complete the installation of the overall device, so as to form the outer concrete area of the hollow thin shell column. Step B: Fill the concrete with the inner edge of the a surface lying flat on the ground. Inside, until its thickness is the same as the preset thickness of the positioning leak-proof parts (if it exceeds the preset thickness of the positioning leak-proof parts, it will overflow), wait for the concrete to solidify;
200540319 五、發明說明（4) 步驟c 待a面混凝土凝固後，利用該裝置外殼面上的圓弧 腳座將該裝置向前滾動換面，替換b面平躺於地， 再將混凝土灌入平躺於地之b面内緣預鑄面内部， 直至其厚度與疋位防漏件之預設厚度相同，等待 混凝土凝固， > 步驟D:依其前述之步驟C，待平躺於地之内緣預鑄面預 混凝土凝固後，一一將之利用裝置外殼面上的圓 弧腳座將該裝置滾動換面，替換餘下之c面、d 面，並灌注混凝土待其凝固； ㈣L待a' b> c' d四個内緣預禱面混凝土皆凝固後， 貝署Ϊ Ϊ T定&防漏件及L形上下定位，Μ，使其裝 裸；於：t 5行脫模動作，並螺設吊環接頭於、 # ?s铲^ 作筋上，形成可被吊昇之吊環，完 成預鑄中空薄殼柱體之製造。 疋 經由該成型裝晉έ人 大幅度地簡化整個施1 : f上述ν驟之施行’ &實施時可 吊昇搬運組裝，加％ Μ二耘，並降低預鑄材料重量，利於 加強樑柱品質並大幅提高生產力。 <<對於先前技術的效果〉〉 供-ϋίίϊ建5:空薄殼柱體之工法相較，本發明提 定位鋼模及二定位=漏^係由一眯上定位鋼模、—L形下 防漏件所構成，該L型上下定位鋼模於200540319 V. Description of the invention (4) Step c After the concrete on the a side is solidified, use the arc foot on the outer surface of the device to roll the device forward and replace the b surface on the ground, then fill the concrete with Lie flat on the inner edge of the b-plane on the ground, until the thickness is the same as the preset thickness of the leak-proof element, and wait for the concrete to solidify. ≫ Step D: According to the aforementioned step C, lie flat on the ground. After the pre-concrete surface of the inner edge of the concrete is solidified, the device is rolled and replaced by the arc foot on the housing surface of the device, and the remaining c-plane and d-plane are replaced, and the concrete is poured until it solidifies; a 'b > c' d After the concrete of the four inner edges of the praying surface has solidified, Ϊ Ϊ Ϊ T fix & leak-proof parts and L-shaped positioning up and down, M to make it naked; at: 5 rows demolding Action, and set the ring joint on the # #s shovel ^ to make ribs to form a lifting ring that can be lifted to complete the manufacture of hollow thin shell cylinders.疋 Through this molding, people greatly simplify the entire application 1: f the implementation of the above ν steps' & can be carried and assembled during implementation, plus ％ Ⅱ, and reduce the weight of 預鑄 material, which is conducive to strengthening the quality of beams and columns And dramatically increase productivity. < < Effects of the prior art >〉 Supply-ϋίϊϊ5: Compared with the construction method of an empty thin shell cylinder, the present invention provides a positioning steel mold and two positioning = leaks. The L-shaped upper and lower positioning steel mold
第8頁 200540319 五、發明說明（5) 其外側面上，皆設置有複數個適當圓弧之弧形腳座，定位 防漏件四面邊上預設預鑄混凝土之預鑄厚度；藉由上述之 組合，形成一密閉四方長筒形之預鑄造形，前後形成兩個 開口端及a、b、c、d四個内緣預鑄面，L形上下定位鋼模 組合後，其外側面上之弧形腳座彼此接觸，於成型裝置外 殼面上形成圓形之圓弧腳座，令成型裝置形成可滾動換面 之狀態，而得一次預鑄一個内緣預鑄面成型，達到一種工 法新穎，施工便利之一種預鑄中空薄殼柱體之製造方法。 【實施方式】 以下配合圖示對本發明之較佳實施方式做進一步的說 明後當更能明瞭。 請同時參考第一圖及第二圖，係本發明成型裝置内置 鋼筋籠之分解圖及外觀立體圖，由圖中可清楚看出，本發 明之成型裝置5係由一 L形上定位鋼模5 1、一 L形下定位鋼 模5 2及二定位防漏件5 3所構成，該L型上下定位鋼模5 1、 5 2於其外側面上，皆設置有二個適當圓弧之弧形腳座 5 1 1、5 2 1，定位防漏件5 3四面邊上皆預設有等距之寬度， 係設定預鑄混凝土預鑄之厚度，並於其二對角邊上，各設 有一預埋孔5 3 1，以供鋼筋籠6 1上設之工作筋5 3 2可穿出， 當中空薄殼柱體6灌鑄完成後，得以螺合一吊環接頭5 3 3於 工作筋5 3 2上，形成可供吊昇機具8吊離之吊環；而該中空 薄殼柱體6其内部係由複數筆箍柱鋼筋籠6 1結構排列、組Page 8 200540319 V. Description of the invention (5) The outer surface is provided with a plurality of arc-shaped feet with proper arcs, and the thickness of the concrete is preset on the four sides of the positioning leak-proof member; The combination forms a closed rectangular long cylindrical shape. Two open ends and four inner edges of a, b, c, and d are formed on the front and back. After the L-shaped upper and lower positioning steel molds are combined, the outer surface is formed. The arc-shaped feet are in contact with each other, forming a circular arc-shaped foot on the shell surface of the molding device, so that the molding device can be rolled to change the surface, and one inner edge can be formed at a time to achieve a method A novel and convenient construction method for manufacturing hollow thin shell cylinders. [Embodiment] The following description of the preferred embodiment of the present invention will be made clearer with the illustration. Please refer to the first and second figures at the same time, which are an exploded view and an external perspective view of the built-in reinforcing cage of the forming device of the present invention. As can be clearly seen from the figure, the forming device 5 of the present invention is an L-shaped upper positioning steel mold 5 1. An L-shaped lower positioning steel mold 5 2 and two positioning leak-proof members 5 3 are formed. The L-shaped upper and lower positioning steel molds 5 1 and 5 2 are provided with two arcs of appropriate arcs on the outer surface thereof. The foot stand 5 1 1, 5 2 1 and the positioning leakage preventive member 5 3 are preset with equidistant widths on all four sides. The thickness of the concrete is set, and on the two diagonal sides, each is set. There is a pre-buried hole 5 3 1 for the working ribs 5 3 2 provided on the reinforcing cage 6 1 to pass through. After the hollow thin shell cylinder 6 is cast, a ring joint 5 3 3 can be screwed into the working ribs. 5 3 2 form a lifting ring for lifting equipment 8; and the hollow thin shell column 6 is internally composed of a plurality of pen hoop reinforced cages 6
200540319 五、發明說明（6) 立而成，並於其二對角邊上，各設置有一貫穿連結所有箍 柱鋼筋籠6 1並向外突出之工作筋5 3 2，該鋼筋籠6 1可置入l 型上定位鋼模5 1及L型下定位鋼模5 2組合後之内部空間， 並使工作筋5 3 2穿出於定位防漏件5 3之預埋孔5 3 1外；該成 型裝置5組裝時，L型上定位鋼模5 1的上下連接邊5 1 2和L型 下定位鋼模5 2的上下連接邊5 2 2彼此連接密合，於其較佳 貫施例中’該L形上下定位鋼模51、5 2可於其一面外側邊 緣之連接邊5 1 2、5 2 2，設置複數個可供固定螺帽螺設之螺 孔槽座’亦或是直接利用焊接將之焊固密合，形成一密閉 四方長筒形之預鑄造型，前後形成兩個開口端及a、b、 c、d四個内緣預鑄面，L形上下定位鋼模5 1、5 2組合後， 其外側面上之弧形腳座5 1 1、5 2 1彼此接觸，於其裝置外殼 面上形成圓形之圓弧腳座5 4，使得該成型裝置5形成可滾 動換面之狀態，而得一次預鑄一個内緣預鑄面成型。 其製造方法主要包含下列步驟： 步驟A :藉由L形上下定位鋼模5卜52組立結合而成一密閉 四方長筒形之預鑄造形，前後形成兩個開口端及 a、b、c、d四個内緣預鑄面，其中a面之弧形腳座 5 1 1 (圓弧腳座5 4 )座立於地上，使得a面平躺於地 面上形成穩固之狀態；將中空薄殼柱體6内部骨架 之鋼筋籠6 1結構由開口端置入其内部空間，並將 上述之定位防漏件5 3裝設於該開口端處，使鋼筋 籠6 1上設之工作筋5 3 2穿出於定位防漏件5 3預設之 預埋孔5 3 1外，而完成整體裝置之裝設，藉以形成200540319 V. Description of the invention (6) It is standing, and on its two diagonal sides, each is provided with a working bar 5 3 2 which penetrates and connects all hoop column reinforcement cages 6 1 and protrudes outward. The reinforcement cage 6 1 may Place the combined internal space of the L-shaped upper positioning steel mold 5 1 and the L-shaped lower positioning steel mold 5 2 and pass the working rib 5 3 2 out of the embedded hole 5 3 1 of the positioning leak-proof member 5 3; When the forming device 5 is assembled, the upper and lower connecting edges 5 1 2 of the L-shaped upper positioning steel mold 5 1 and the upper and lower connecting edges 5 2 2 of the L-shaped lower positioning steel mold 5 2 are closely connected to each other. "The L-shaped upper and lower positioning steel molds 51 and 5 2 can be provided on the outer side of the connecting edge 5 1 2, 5 2 2 with a plurality of screw hole slots for fixing the nuts, or directly. It is welded and tightly welded by welding to form a closed rectangular tube-shaped cymbal shape. Two open ends and four inner edge stern surfaces a, b, c, and d are formed on the front and back. After 1, 5 and 2 are combined, the arc-shaped feet 5 1 1 and 5 2 1 on the outer surface contact each other to form a circular arc-shaped foot 5 4 on the surface of the device casing, so that the forming device 5 is shaped Scrollable state of Plane, to give a first inner edge 預鑄 預鑄 molding surface. The manufacturing method mainly includes the following steps: Step A: An L-shaped upper and lower positioning steel molds 5 and 52 are combined to form a closed rectangular long tube shape, forming two open ends and a, b, c, and d The four inner edges of the stern surface, of which the arc-shaped foot 5 1 1 (circular foot 5 4) of the a surface stands on the ground, so that the a surface lies flat on the ground to form a stable state; the hollow thin shell column The structure of the reinforced cage 6 1 of the internal skeleton of the body 6 is inserted into the internal space from the open end, and the above-mentioned positioning leak-proof member 5 3 is installed at the open end, so that the reinforced cage 6 1 is provided with a working rib 5 3 2 Put it out of the pre-buried holes 5 3 1 preset by the positioning leak-proof member 5 3, and complete the installation of the entire device to form
第10頁 200540319 ----------- ί 五、發明說明（7) 該中空薄殼柱體6之外圍混凝土預鑄面積； 步驟Β :將混凝土灌入平躺於地之a面内緣預鑄面内部，直 至其厚度與定位防漏件5 3之預設厚度相同（若超出 定位防漏件之預設厚度則會溢出），等待混凝土凝 固； 步驟C :待a面混凝土凝固後，利用成型裝置5外殼面上的 圓弧腳座5 4將成型裝置5向前滾動換面，替換b面 平躺於地，再將混凝土灌入平躺於地之^面内緣預 鑄面内部’直至其厚度與定位防漏件5 3之預設厚 度相同，等待混凝土凝固； 步驟D:依其前述之步驟〇待平躺於地之内緣預鑄面預鑄 之混凝土凝固後，——將之利用成型裝置5外殼面 上的圓弧腳座5 3將成型裝置5滾動換面，替換餘下 之c面、d面，並灌注混凝土待其凝固； 步驟E ··待a、b、c、d四個内緣預鑄面混凝土皆凝固後， 則拆除該定位防漏件5 3及L形上下定位鋼模5卜 5 2，使其裝置結構分離，進行脫模動作，並螺設 吊環接頭5 3 3於裸露於外之工作筋5 3 2上，形成可 被吊昇之吊環，完成預鑄中空薄殼柱體6之製造。 再請參考第三圖，係本發明預鑄内緣預鑄面示意圖， 則係步驟B之動作，示意出利用外部灌漿機具7將混凝土灌 入平躺於地之a面内緣預鑄面内部，直至其厚度與定位防 漏件5 3之預設厚度相同（若超出定位防漏件之預設厚度則 會溢出）’專待混凝土凝固。Page 10 200540319 ----------- ί V. Description of the invention (7) The area of concrete perimeter of the hollow thin shell cylinder 6; Step B: Fill the concrete with a flat lying on the ground a The inner edge of the face and the inside of the face until its thickness is the same as the preset thickness of the positioning leak-proof member 5 3 (if it exceeds the preset thickness of the positioning leak-proof member, it will overflow), wait for the concrete to solidify; Step C: Wait for the a-plane concrete After solidification, the molding device 5 is rolled forward by using the arc foot 5 4 on the outer surface of the molding device 5 to replace the b surface lying on the ground, and then the concrete is poured into the inner edge of the flat surface lying on the ground. Inside the casting surface until its thickness is the same as the preset thickness of the positioning leak-proof member 5 3, wait for the concrete to solidify; Step D: According to the foregoing steps, 〇 After the concrete lying on the inner edge of the ground, the surface is solidified ——Using the arc foot 5 on the shell surface of the molding device 5 Roll the surface of the molding device 5 to replace the remaining c-plane and d-plane, and pour the concrete until it solidifies; Step E ·· To a, After the concrete on the four inner edges of the b, c, and d are solidified, remove the positioning leakage preventive element 5 3 and L-shaped Position the steel mold 5 and 5 2 to separate the structure of the device and perform the demoulding action, and screw the ring joint 5 3 3 on the exposed work rib 5 3 2 to form a ring that can be lifted. Manufacturing of hollow thin shell cylinder 6. Please refer to the third figure again, which is a schematic diagram of the inner edge of the present invention, which is the action of step B, which illustrates that the external grouting machine 7 is used to fill the concrete inside the inner edge of the a-plane lying on the ground. Until its thickness is the same as the preset thickness of the positioning leak-proof member 53 (if it exceeds the preset thickness of the positioning leak-proof member, it will overflow) 'Let the concrete solidify.
200540319 五、發明說明（8) --- 第四圖則係本發明本發明預鑄方式實施示意圖（滾動 丨換面），則係步驟C及步驟D之動作，待a面混凝土凝固後， 利用成型裝置5外殼面上的圓弧腳座54將成型裝置5向前滾 動換面，替換b面平躺於地，再將混凝土灌入 面内緣預鑄面内部，直至其厚度與定位，防漏件千之^^也之/ 相同，等待混凝土凝固。 又 -箱：ί同時參考第五圖、第六圖及第七圖，係本發明吊 :、成型之中空柱體6於預設樑柱9之實施示意圖，當& 鑄空薄殼柱體6之製造步驟後，由於降低了預 ^ ^枓的重$，使得該預鑄中空薄殼柱體6利於吊昇搬運 二)可大量提高生產力及節省製造及搬運成本支出，當 ς ^ =述預鑄中空薄殼柱體6之製造步驟後並脫模後，先 組立，施工現場，利用鋼筋續接器91連接組立鋼筋樑柱9 套入再利用吊昇機具8將預鑄好之中空薄殼柱體6吊昇並 定位Γ鋼筋樑柱9上，於套入該鋼筋樑柱9時，可用一柱筋 =9 2加以密合，使得樑柱内部結構更為緊密。 製造=上所述，本發明所提供之一種預鑄中空薄殼柱體之 之施行法及其成型裝置’經由該成型裝置組合及上述步驟 預鑄^二於實施時可大幅度地簡化整個施工流程，並降低 提高生料重量，利於吊昇搬運組裝，加強樑柱品質並大幅 範圍，產力’具備更實用的經濟效益，帶來更廣泛的應用 了發明Ϊ工法及成型裝置結構新穎特殊，因此已充份符合 貴審杳利之法定要件，爰依法具文申請之。為此，謹請 〜委員詳予審查，並祈早日賜準專利，至感德便。200540319 V. Description of the invention (8) --- The fourth plan is a schematic diagram of the implementation of the present invention (rolling 丨 change surface), which is the action of steps C and D. After the concrete on the a side is solidified, use The arc foot 54 on the outer surface of the molding device 5 rolls the molding device 5 forward, replaces the b surface and lays flat on the ground, and then injects the concrete into the inner edge of the surface and the inner surface until its thickness and positioning prevent Missing pieces of ^^ are the same / the same, waiting for the concrete to solidify. You-box: Reference to the fifth, sixth, and seventh drawings at the same time is a schematic diagram of the implementation of the present invention: the implementation of the molding of the hollow column 6 on the preset beam column 9, when & cast hollow shell column After the manufacturing steps of 6, due to the reduction in the weight of the pre-^^^, the hollow thin shell cylinder 6 is convenient for lifting and handling. 2) It can greatly increase productivity and save manufacturing and handling costs.預鑄 After the manufacturing steps of the hollow thin shell column 6 and demolding, first assemble it. At the construction site, use the steel continuity connector 91 to connect the assembled reinforced steel beams and columns 9 and then use the hoisting tool 8 to clean the hollow thin The shell column 6 is lifted and positioned on the Γ reinforced beam and column 9, and when it is inserted into the reinforced beam and column 9, it can be tightly connected with a stiffener = 92 to make the internal structure of the beam and column more compact. Manufacturing = As mentioned above, the method for carrying out the hollow thin shell cylinder provided by the present invention and the forming device thereof 'through the combination of the forming device and the above steps 預鑄 ^ can greatly simplify the entire construction during implementation Process, and reduce and increase the weight of raw materials, which is conducive to lifting and assembly, strengthen the quality of beams and columns, and have a large range. Productivity 'has more practical economic benefits, bringing a wider application of the invention of the masonry method and the new and special structure of the molding device. Therefore, it has fully complied with the statutory requirements of the profit of your trial and applied for it in accordance with the law. To this end, I would like to ask members to examine it in detail and pray for the grant of a patent as soon as possible.
第12頁 200540319 五、發明說明（9) 以上已將本發明做一詳細說明，惟以上所述者，僅為 本發明之較佳實施例而已，當不能限定本發明實施之範 圍，即凡依本發明申請專利範圍所作之均等變化與修飾 等，皆應仍屬本發明之專利涵蓋範圍意圖保護之範疇。Page 12 200540319 V. Description of the invention (9) The invention has been described in detail above, but the above are only preferred embodiments of the invention. When the scope of the invention cannot be limited, that is, where Equal changes and modifications made in the scope of the patent application of the present invention shall still fall within the scope of protection of the patent scope of the present invention.
國 第13頁 200540319 圖式簡單說明 第一圖係本發明成型裝置内置鋼筋籠之分解圖； 第二圖係本發明成型裝置内置鋼筋籠之外觀圖； 第三圖係本發明預鑄内緣預鑄面示意圖； 第四圖係本發明預鑄方式實施示意圖（滾動換面）； 第五圖係本發明吊昇預鑄成型之中空柱體於預設樑柱之實 施示意圖A ; 第六圖係本發明吊昇預鑄成型之中空柱體於預設樑柱之實 施示意圖B ;The first picture is an exploded view of the built-in reinforced cage of the forming device of the present invention; the second picture is an external view of the built-in reinforced cage of the forming device of the present invention; the third picture is the inner edge of the present invention. Schematic diagram of the casting surface; The fourth diagram is the implementation diagram of the method of the present invention (rolling surface change); the fifth diagram is the implementation diagram A of the hollow cylinder of the present invention in the preset beam and column A; the sixth diagram The implementation schematic diagram B of the present invention of lifting a sculpted hollow column on a preset beam and column;
第七圖係本發明吊昇預鑄成型之中空柱體於預設樑柱之實 施示意圖C。 【元件符號說明】 5成型裝置The seventh diagram is a schematic diagram C of the implementation of the hollow cylinder formed by the lifting girders of the present invention on a preset beam and column. [Element symbol description] 5 molding device
5 1 L形上定位鋼模 5 1 1弧形腳座 5 1 2連接邊 5 2 L形下定位鋼模 5 2 1弧形腳座 5 2 2連接邊 5 3定位防漏件 5 3 1預埋孔 5 3 2工作筋 5 3 3吊環接頭5 1 L-shaped upper positioning steel mold 5 1 1 Curved foot base 5 1 2 Connecting edge 5 2 L-shaped lower positioning steel die 5 2 1 Curved foot base 5 2 2 Connecting edge 5 3 Positioning leakage preventer 5 3 1 Buried hole 5 3 2 work rib 5 3 3 ring joint
第14頁 200540319 圖式簡單說明 5 4圓弧腳座 6中空薄殼柱體 6 1鋼筋龍 7外部灌漿機具 8吊昇機具 9工地鋼筋標柱 9 1鋼筋續接器 9 2柱筋定位板 1·· 第15頁Page 14 200540319 Brief description of the drawings 5 4 Arc feet 6 Hollow thin shell cylinders 6 1 Reinforced dragons 7 External grouting equipment 8 Lifting equipment 9 Reinforcement poles at construction sites 9 1 Rebar continuity devices 9 2 Column reinforcement positioning plates 1 · · Page 15
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| TW93116759A TW200540319A (en) | 2004-06-10 | 2004-06-10 | Method for manufacturing pre-cast hollow shell column and forming device thereof |
| JP2004366077A JP4357408B2 (en) | 2004-06-10 | 2004-12-17 | Method for manufacturing hollow thin shell column and molding apparatus therefor |
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| TW93116759A TW200540319A (en) | 2004-06-10 | 2004-06-10 | Method for manufacturing pre-cast hollow shell column and forming device thereof |
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| TWI339236B TWI339236B (en) | 2011-03-21 |
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| JP2007190698A (en) * | 2006-01-17 | 2007-08-02 | Oji Paper Co Ltd | Manufacturing method of recording body |
| CN109128033A (en) * | 2018-11-09 | 2019-01-04 | 上海杜邦龙机电有限公司吕四分公司 | A kind of motor shell molding device and its forming method |
| KR102159092B1 (en) * | 2018-11-09 | 2020-09-23 | 서울대학교산학협력단 | Centrifugal casted rectangular PC column with hollow section and manufacturing method thereof |
| CN111037735B (en) * | 2019-12-30 | 2021-02-05 | 苏州杰通建筑工业有限公司 | High-quality prefabricated column preparation process |
| KR102451429B1 (en) * | 2020-12-17 | 2022-10-07 | 선진정공 주식회사 | Construction method of heavy weight concrete pillar structure |
| KR102448276B1 (en) * | 2020-12-17 | 2022-09-28 | 선진정공 주식회사 | Inner form apparatus for manufacturing hollow concrete structure |
| CN113977762B (en) * | 2021-11-25 | 2022-11-01 | 宜兴广豪科技有限公司 | Concrete pipe pile distributing device and using method thereof |
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| JPS6219401A (en) * | 1985-07-19 | 1987-01-28 | 旭コンクリ−ト工業株式会社 | Method and device for manufacturing concrete product |
| JPH0280205A (en) * | 1988-09-19 | 1990-03-20 | Ohbayashi Corp | Frame device for centrifugal concrete molding machine |
| JP2888449B2 (en) * | 1990-08-29 | 1999-05-10 | 羽田ヒューム管株式会社 | Formwork for forming hollow rectangular section concrete columns |
| JP2799475B2 (en) * | 1991-01-23 | 1998-09-17 | 鹿島建設株式会社 | Formwork block and method of manufacturing the same |
| JPH0645133B2 (en) * | 1991-02-01 | 1994-06-15 | 株式会社タイムスエンジニアリング | Manufacturing method of super high bending toughness PC pile |
| JPH05200724A (en) * | 1991-05-24 | 1993-08-10 | Matsushita Electric Works Ltd | Support member of reinforcing rods |
| JPH0639824A (en) * | 1991-06-25 | 1994-02-15 | Kyodo Kogyosho:Yugen | Lateral turning device of formwork for manufacturing box culvert |
| JP2947979B2 (en) * | 1991-06-26 | 1999-09-13 | 大成建設株式会社 | Method of forming through holes in precast concrete members |
| JP2539732B2 (en) * | 1993-03-18 | 1996-10-02 | 株式会社日コン | Air bubble removal device in raw concrete in mold |
| JPH06346508A (en) * | 1993-06-10 | 1994-12-20 | Fujita Corp | Precast concrete pillar and its construction method |
| JPH07148717A (en) * | 1993-11-26 | 1995-06-13 | Fujita Corp | Manufacture of hollow pc pillar and form device thereof |
| JPH091535A (en) * | 1995-06-19 | 1997-01-07 | Asahi Chem Ind Co Ltd | Supporting apparatus for square steel tube in form |
| JP2002028917A (en) * | 2000-07-13 | 2002-01-29 | Takeshige Shimonohara | Form and method for releasing form |
| JP4401739B2 (en) * | 2003-10-27 | 2010-01-20 | 株式会社奥村組 | Manufacturing method of outer shell PCa member |
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| JP2005349819A (en) | 2005-12-22 |
| JP4357408B2 (en) | 2009-11-04 |
| TWI339236B (en) | 2011-03-21 |
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