TW388781B - Anti-penetration method of grouting through pre-laid pipes used in continuous wall - Google Patents

Anti-penetration method of grouting through pre-laid pipes used in continuous wall Download PDF

Info

Publication number
TW388781B
TW388781B TW87104386A TW87104386A TW388781B TW 388781 B TW388781 B TW 388781B TW 87104386 A TW87104386 A TW 87104386A TW 87104386 A TW87104386 A TW 87104386A TW 388781 B TW388781 B TW 388781B
Authority
TW
Taiwan
Prior art keywords
grouting
water
pipe
continuous wall
tube
Prior art date
Application number
TW87104386A
Other languages
Chinese (zh)
Inventor
Jian-Shuen Huang
Original Assignee
Golden Asia Engineering Constr
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Golden Asia Engineering Constr filed Critical Golden Asia Engineering Constr
Priority to TW87104386A priority Critical patent/TW388781B/en
Application granted granted Critical
Publication of TW388781B publication Critical patent/TW388781B/en

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

This invention is concerning a construction method, used in continuous wall, aiming to stop water penetration by grouting through pre-laid pipes. Long pipes with several holes, which are zigzag penetrated, on the surfaces of the pipes are wrapped by rubber layers or foaming material to set up an one-way check valve device. Those pipes are pre-laid at the outer or inner sides of the inter-contact sections between neighboring steel cage units in continuous wall. The pipe orifices is set above ground level convenient for grouting penetration-stop mortar after continuous wall is built. The grouting will ooze, through the wrapping layers confront the penetrating holes, into the wall body and join the neighboring units together cohesively to stop penetration of water or sand.See diagram (1) Pipe Composition.

Description

五、創作説明 C7 D7 種處之 常續均接含生 一面用 通連土之質產 指跚作 •於»元镰Jt 尤接土 中由潘單等面 ,交砂 程但元母土断 法元灌X·犟、泥接 工犟防 挖構各公使交 _母及Μ结·有而之 漿公水 深土成在,元 灌壁止 之擄構存除單 水讀到 室之連即潇母 止連達 下性串中易、 鑒使實 地久所程不公 Ml液確 於永鼸li土該 連橥以 物戎筋作泥致 種水 > 築性綱嫌之· 一止合 慧時之於留中 H注接««元 •殘土 有灌密 高為單此因» 係臞緊 般作母因常混 明管橥。一璧 、•處之 發设灌法.·續公置頭入 本埋水方按連由澆接灌 由止工 用係立 *於 II與!g 採鑒獮顗夾 、失 水流 滲壤 生土 毫因 易物 時築 工建 雎近 挖鄺 開成 室路 下道 地_ 於外 ,地 形基 情致 良 不 構象膨因 结現,, 此 及之陪後。因 疵砂壜工苦 瑕漏而完之 導基、 防S孔 •響公 為的鑽 室水 下滲 地受 或承 .,期 全畏 安而 之· 施成 設形 共之 公面 及弱 築頭 建接 園元 周單 地母 水 滲 生 0 處 面 跚 接 達 元 犟 母 公 鑒 缅 連 止 交之不 蘧漏椿 鑛防水 a 、止 於水使 供止, 法到顧 方逋相 Η Μ密 旛,緊 的榷皆 用水物 採止築 常一建 前成的 目形内 •漿Β 化灌畲 0 於 象两,由 現外惟 砂面, 漏蹰用 •接作 合· 接果 密效 緊水 蘧止 鑛去 連失 與ΒΡ 能, 未後 因形 榷變 水向 止« 該鑒 且鑛 * 0 Η , Μ挖 法Μ 無室 本下 根地 或當 易, «IV 法地 無之 實砂.« 料水 材滲 水生 止發 之易 性容 期般 短一 為, 係效 料功 材水 之止 注 灌 所畏 懵聖 水續 止連 且供 (請先《讀背面之注f項再填寫本I) 訂 經濟部中央標準局貝工消费合作杜印製 不 *.佳 法不 工亦 榷果 水效 止漿 之較孔作域嫌灌發漿 久數鑽豳S傅其本灌 僳 ·«期故、,水 水楢地預,离是止 通水質於害用爱之 為止砂中災费 面 多作於集等、 鼸 旛另 «·, 石佳 礫不 卵果 於效 ,漿 靥灌 石且 m离 卵费 或工 靥旛 地, 質_ 砂困 之為 高極 非塞 •阻 滇鐮 溢管 而成 嫌埴 孔而 循處 易他 液至 漿流 有溢 則常 ,且 時, 榷覼 水閜 止之 虡 之 害 公 次 二 有。 、想 塒理 耗不 但殊V. Creation instructions The C7 D7 types are often continually connected with the quality products of Tonglian soil. • In »Yuanxian Jt Youyou, Pan Dan and other sides in the soil, the process of sand but Yuanyuan soil is broken The Yuanyuan irrigation X · 犟, the mud brigade, the anti-digging structure, the envoys, the mother and the M knot, and the slurry of the public water and the deep soil are formed, and the Yuanguanbizhizhi structure is stored in addition to the single water reading to the room. Xiao Mu Zhi Lian Da reaches the sexual string Zhong Yi, Jian Shi long-term unfair Ml liquid is indeed in the Yongli li soil, the Lianyi uses the material to make the mud to grow the water> gt At the time of the stay in H, the H note followed by «« Yuan · The residual soil is dense and high because of the reason ». It is tightly made as a mother and often mixed. I., • Department of Irrigation Method. · Continue to place the head into the buried water according to continuous pouring and irrigation from the end of the work system * Yu II and! g. Mining clips, dehydration and seepage of the soil and soil. The construction site was almost excavated when it was changed, and the road was opened. Under the ground, the topography is in good condition. Accompany. The guide foundation completed due to the flaws of the defective sand masonry, the S hole and the sound-proof drill room are subject to the infiltration or acceptance of the water. The period is full of peace and security. Zhutou Jianyuan Garden Yuan Zhou single mother water seeps 0 places, and dayuanyuan mother's father and mother can be seen from Burma's non-commissioning and non-smelling Chunchun mine waterproofing Μ M 密 幡, tightly arguing are all water-based materials used to build the shape of the pre-construction before the construction of the building. • Plasma B chemical irrigation 0 in the elephant two, from the current but the sand surface, omissions • joints • fruit Dense effect and tight water 蘧 stop ore loss and BP energy, but the future will not be changed due to the deformation of water «The Jianhe ore * 0 Η, Μ digging method M has no room or root,« IV method There is no solid sand. «The material and water seepage and the stoppage of the hair are as short as possible. It is the effect of the injection of the material and the material. The holy water is continued and provided (please read" Notes on the back " Please fill in item f again. I) Set the policy of shellfish consumer cooperation of the Central Bureau of Standards of the Ministry of Economic Affairs. *. Jie Jiu's drill 其 S Fu Qiben irrigation · «In the future, the water and the water are in the ground, and the quality of the disaster in the sand is only used to collect the water until the water quality is harmed. 鼸 幡 Other« ·, stone The good gravel does not have eggs and fruits, the mortar is filled with stones, and the eggs are separated from the eggs or the work site. Quality _ Sand trapped is a highly polar non-plug. It is often until the pulp flow overflows, and from time to time, there are two common causes of damage to the water. 、 Thinking about reasoning is not expensive but special

接面 交麵 壁接 鑛交 邃元 種單 一母 供公 提之 在鱅 即筋 * 0 的於 目係 獼, 主法 之Η 明!I 本纸張尺Α適用中國國家梯率(CNS )八4規格(2!0Χ297公釐) C7 D7 五、創作説明(2 ) 經濟部中央橾率f工消费合作社印装 接 黏 處 之 内 ft 成 外 fll 埋 设 一 個 或 複 數 屬 表 面 设 有 交 m 排 列 透 孔 • 且 Μ 橡 膠 暦 包 覆 該 等 η 孔 外 » 形 成 __ Λ 犟 向 逆 止 讕 裝 置 之 畏 形 管 β $ 使 管 _ 於 連 續 m 形 成 後 参 其 Μ 口 得 伸 霣 於 地 面 » 俺 當 連 續 m 產 生 滲 水 漏 砂 現 象 時 参 膊 水 泥 % 列 灌 槳 材 料 成 化 學 止 水 灌 m 液 灌 入 管 內 > 使 灌 m m 液 纒 由 管 鱷 之 雄 孔 與 包 覆 蹰 的 接 觸 面 擠 出 9 而 两 限 於 公 \ 犟 元 交 接 騰 面 及 其 附 近 » 使 交 接 醻 面 緊 密 接 合 成 一 « 9 以 m 到 確 實 之 止 水 、 防 漏 砂 效 果 • 改 善 習 用 止 水 格 無 法 緊 密 接 合 及 長 時 闖 止 水 之 缺 失 $ 並 m 免 二 次 公 害 之 產 生 0 本 發 明 之 另 一 的 9 在 於 該 管 XI 係 可 設 為 一 彎 形 之 U 狀 管 9 使 濯 嫌 於 灌 注 完 成 後 » 得 Μ 溏 水 沖 洙 保 持 管 鼸 之 通 褐 9 可 重 禊 道 行 止 水 灌 漿 豳 工 » 使 管 H 速 到 重 複 使 用 之 百 的 〇 因 此 9 鷓 由 此 U 狀 管 之 設 置 9 於 地 下 室 Μ 挖 期 可 先 遑 行 連 鏞 9 公 > 母 單 元 交 接 賺 面 處 之 止 水 灌 m » 亦 可 於 堆 下 室 Μ 挖 旛 工 處 9 S m 有 钃 水 、 漏 眇 m 象 時 P 再 扈 禊 逭 行 止 水 灌 橥 m I t 而 不 霈 另 行 安 排 襯 械 m 孔 灌 漿 » 可 Μ 爭 取 時 效 0 本 9 明 之 主 要 待 點 及 其 新 期 性 t 將 £ 合 Μ 下 所 附 _ 式 實 m m 之 咩 m 說 明 » 而 更 趨 明 朦 • 如 所 示 • • 第 一 (A ) 第 — (C ) 供 本 發 明 之 管 艚 结 構 示 意 圈0 第 二 _ (A ) (B ) 供 本 發 明 之 埋 設 m X 示 Μ 圓 〇 第 三 釅 镞 本 發 明 之 灌 m 施 工 示 意 〇 第 四 係 本 發 明 之 另 一 實 嫌 例 澹 X 示 意 _ 〇 號 說 明 • 1 管 朦 0 2 0 公 單 元 〇 1 a 管 艚 〇 3 0 母 單 元 〇 1 1 逋 孔 〇 4 0 推 禪 〇 1 1 a m 孔 〇 4 0 1 栓 塞 〇 1 2 包 覆 靥 0 5 0 推 禪 〇 (請先閱讀背面之注$項再填寫本霣) 本纸張尺度適用中國國家揉率(CNS ) A4洗格(210X297公釐) 訂 經濟部中夬橾率局貝工消费合作杜印«. C7 D7 五、創作説明(3 ) I 2 a 包 覆 ) 〇 5 0 I 栓 塞 〇 I 3 a 注 入 P 0 5 0 2 栓 塞 〇 I 4 a 注 入 0 〇 6 0 艚 〇 鼸 參 閱 第 一 _ » 本 發 明 主 要 傈 由 一 塑 B (PE :、 PVI > m 撺 成 金 颺 等 材 質 之 長 形 管 I • 於 管 黼 I 的 表 面 設 有 交 鍇 排 列 之 多 數 雄 孔 I I » 依 實 m 之 設 計 需 求 » m 孔 1 1 係 於 管 鱷 I 以 四 « 相 對 方 向 開 設 » 可 使 四 m m 孔 構 成 一 單 獅 之 进 孔 Β • 且 使 每 一 η 孔 B 形 成 m 當 之 間 距 » 以 供 一 橡 謬 蹰 I 2 包 覆 於 該 等 m 孔 B 9 而 m 成 單 之 灌 嫌 管 如 — 之 (A ) 及 (Β ) 〇 亦 可 採 交 m 開 孔 9 每 —* 方 向 之 所 有 鬮 孔 用 一 蠘 0 或 泡 m 條 包 覆 » 再 將 包 覆 條 缠 接 使 其 密 覆 於 開 孔 上 • 其 百 的 均 在 於 對 所 有 開 孔 位 S 產 生 一 單 向 逆 止 閬 功 用 » 令 其 在 灌 漿 時 潘 m 土 不 致 逭 人 管 内 » 遑 行 止 水 灌 嫌 作 業 時 » m 液 可 逆 向 潦 出 至 其 外 m • 以 達 到 止 水 功 能 〇 謫 參 Μ 第 二 , 當 缠 鑛 S 於 崮 工 時 • 傈 JW 公 > 母 單 元 2 0 > 3 0 之 鱗 筋 鳙 相 互 連 接 構 第 » 因 此 本 發 明 之 嫌 工 » 係 將 灌 橥 管 H I 埋 设 於 公 、 母 睪 元 2 0 、 3 0 接 頭 處 之 内 供 成 外 m 如 第 二 _ (Α ) 所 示 t 抑 或 採 U 形 安 裝 • 如 第 二 (B ) 所 示 再 灌 入 混 土 於 綢 筋 簏 之 公 > 母 犟 元 参 Μ 構 成 速 鑛 m 面 » 而 於 灌 注 棍 凝 土 之 施 X 當 中 » 因 灌 m 管 邇 1 的 m 孔 I I 包 覆 有 橡 0 或 泡 m 之 包 覆 曆 I 2 f 因 此 » 可 形 成 逆 止 » 效 果 » 防 止 m m 土 由 m 孔 I I 進 入 管 臞 I 内 • 保 持 管 tt I 之 淨 空 t 如 此 $ 當 整 « 續 m 完 成 後 » 該 管 XI 1 的 闢 口 將 伸 露 於 地 面 〇 臃 參 鬮 第 三 9 當 m 鑛 蘧 m 作 完 成 或 壁 艚 於 開 挖 之 後 任 何 鵰 段 出 規 滲 水 、 漏 砂 等 m 象 時 * 旛 X 者 可 採 下 列 方 式 遑 行 止 水 灌 m 參 見 第 三 _ (A ) 以 一 中 空 之 推 样 4 0 套 於 管 艚 I 中 9 使 該 推 样 4 0 前 蠼 之 栓 塞 4 0 I 密 合 於 管 艚 1 的 内 緣 表 面 % 再 以 幫 m 舄 達 (_工屋力至少7 'K G / c Μ 上 ) * Μ 該 深 度 水 臛 力 I * 5 ;描 2 • 0 倍 或 2 倍 以 上 之灌注臞力,膊灌漿材料或灌隳液由推禅40之中空部份 ----'------,/w.------1T--^I-„---i (請先聞讀背面之注$項再填寫本霣) 本纸張尺度逋用中國國家橾率(CNS > A4洗格(210X297公釐) 五、創作説明(4 ) C7 D7 «達推其方液及達大橥出 1工灌 覆Μ空及下漿孔Μ最注流 朦豳一 包,中蝙上注18•以灌溢 管於另 與合一前之灌之處部力由 吠俾由 孔接採最孔力1接頂s»形•再 逋密 •稈两JEH交之之可ua, 及緊B)推於之管合1上便 一 4a 1*< •接上由密HW隙 為14 1蟹!置密以«未管倍孔 設、1 孔鱭三位2倍,元由2其 可 a 口 雄《第液02出單接或Λ 亦3注 之輿見橥5或潦母直倍合«1灌 1鏟#水及倍處 、,ο密 管口一 钃而。止Ιο孔公> •未。之注中 管,果注ο .Μ至(C2面效明灌其 由出»灌52桿溢_ ~断之發之於 埋摻漏欲塞~推面三倍接水本同合 料外防各拴5由觸第5交止 •相密 材向、内之.則接見.元達示《ο 隳面水管!II液之參1單而所南6 灌Η止入距度漿2 ,力母充四成Η 使接之置當深,1效壓、褊構董 ,之佳oii該桿*功水公液如而Μ 注2»5方以推覆水度•漿 ,, 灌1到桿後再於包止深液之 a時 (請先Μ讀背面之注項异填寫本頁) 經濟部中央棣率f工消费合作社印裝 隳H黏逋可 易 成 设澹 灌管 優滲«容· 适 之H 於洙 之面里 工 會。用日 並冲 下蓮與 施 不害實早 •壓 以向近 ’ .〇 ,公 一 · 液水 懺孔附 孔 響 面之為査 麋力 具Is其 鑽 影 賺壤•審 灌強。少H及 儸 的 接土廉Μ 或Μ用至管面 外 類。交、低予 料並使 •由接。頭 種本於面本角 材,複法係交佳接»成限地成均 橥aM方液元果鑒 。土 η侷、、 灌4以工漿單效鱭制受崮函雄時祈 入1得»灌母漏連限不低.範管省, 注口 a之水、防於之·»漿房Η講 式注1明止公、摻鬮工,灌鄒_申 方灌II發學於水水空旛嫌且近之利 述放管本化限止止Η孔灌低附明專。 前開使,戎漏,如嫌»次較或發出便 Μ ••述料_合Μ受m多力共本搛德 a後部上材两接不不不複歷公 •法感 3成内M漿其密於且於M於塞外依至 1完之鎵灌*緊由•由可由阻此爱· 口工a、 、. 、、、 ,利 注嫌 1 1 2 3 4 5 計専 本紙張尺度遑用中B國家橾率(CNS 格(210X297公釐}The interface, the interface, and the wall are connected to the mine. The species is a single mother for the public. I This paper rule A is applicable to China National Gradient (CNS) 8-4 specifications (2! 0 × 297 mm) C7 D7 V. Creation instructions (2) The central government of the Ministry of Economic Affairs and the Industrial Cooperative Printing Co., Ltd. ft. Cheng Wai fll bury one or plural subsurfaces with intersecting perforations arranged through the hole • and M rubber 暦 covers these η holes outside »formation __ Λ 犟 directional anti-stop device of the feared tube β $ 使 管 _ _ continuous After the formation of m, the M mouth must reach the ground »俺 When continuous m produces water seepage and sand leakage phenomenon, the cement is used as% of the row of paddle material to chemically stop the water to fill the liquid into the tube. The contact surface of the crocodile's male hole and the cladding 挤出 is extruded 9 and the two are limited to the male \ 犟 yuan transfer surface and its vicinity »make the transfer 醻 face tightly integrated into a« 9 to m to the exact water stop, sand leakage effect • Improved the lack of close contact of the conventional water stop grid and the lack of long-term water stop $ and m to avoid the occurrence of secondary pollution 0 Another 9 of the present invention is that the tube XI can be set as a curved U-shaped tube 9 so that after the completion of the perfusion »there is a Μ 溏 water flush to keep the tube through the brown 9 can be re-watered to stop the water Grouting masonry »Speed up the pipe H to a hundred times for repeated use. Therefore 9 鹧 This U-shaped pipe is set 9 In the basement Μ During the digging period, the 9 units can be lined up first. Irrigation »Can also be placed in the lower chamber of the pile digging site 9 S m when there is water, leaking m, P, and then stop the water irrigation 橥 m I t without arranging the lining machinery m hole grouting» can be Limitation 0 The main points of this book and its new features t will be combined with the following _ _m mm description of the attached »and become more and more hazy • as shown • • first (A) first-(C ) Schematic circle of the pipe structure for the present invention 0 Second _ (A) (B) The embedding m X for the present invention 〇 The third illustration of the construction of the present invention. The fourth is another example of the present invention. The X schematic diagram _ 〇 Explanation • 1 tube haze 0 2 0 public unit 〇a a pipe 〇 03 0 female unit 〇1 1 逋 孔 〇4 0 Push zen 〇1 1 am Hole 〇4 0 1 Plug 〇1 2 Cover 靥 0 5 0 Push zen 〇 (Please read the note on the back before filling in this note) The paper size Applicable to China National Kneading Rate (CNS) A4 Washing (210X297 mm) Ordered by the China Ministry of Economic Affairs, Bureau of Labor, Consumer and Industrial Cooperation Du Yin «. C7 D7 V. Creative Instructions (3) I 2 a Cover) 〇 5 0 I embolism 〇I 3 a injection P 0 5 0 2 embolization 〇 I 4 a injection 0 〇 6 0 艚 〇 鼸 Refer to the first_ »The present invention is mainly composed of a plastic B (PE :, PVI > m) into Jin Yang, etc. Material long tube I • There are many male holes I arranged on the surface of the tube I I »Design requirements according to m» m hole 1 1 is attached to the pipe crocodile I opened in four «opposite directions» so that the four mm holes form a single lion's hole B • and each η hole B forms m Pitch »For a rubber error I 2 covers these m holes B 9 and m can be filled into the tube such as-(A) and (B) 〇 can also take m openings 9 each-* direction Cover all the perforations with 1 or 0 strips »and then wrap the covering strips to make them close to the perforations. • All of them are to produce a one-way backstop function for all perforations S »Make the pan m soil during the grouting to prevent it from being trapped inside the pipe» When the water-stopping irrigation operation is suspected »m liquid can be reversed to the outside m • to achieve the water-stopping function 〇 谪 参 M Second, when the entanglement S in Working hours • 傈 JW male > mother unit 2 0 > 3 0 scales and tendons connected to each other »Therefore, the suspect of the present invention» is to bury the irrigation pipe HI Supplied at the joints of the male and female joints 20 and 30, as shown in the second (A) t or U-shaped installation. • As shown in the second (B), the concrete is mixed with silk. The male of the tendon > The female ginseng M constitutes the m-plane of the ore mine »And in the application X of the infusion stick condensate» Because the m hole II of the irrigation pipe 1 is covered with the rubber 0 or the foam m I 2 f therefore »can form a backstop» effect »prevent mm soil from entering from m hole II into pipe mI • keep the clearance of pipe tt I t so $ when the whole« continued m completion »the opening of pipe XI 1 will Extending to the ground 0. Participation No. 9 When the m mine is completed or the niche is exposed to m water such as seepage, sand leakage, etc. after excavation * 幡 X can use the following methods to carry out water irrigation m see the third_ (A) A hollow push sample 40 is placed in the tube 艚 I 9 so that the push sample 40 is an embolism in the front ridge 4 0 I is tightly sealed in the tube 艚 1 Surface% is then used to help m reach up (_Gongwu force at least 7 'KG / c Μ) * Μ the depth of water pressure I * 5; draw 2 • 0 times or more than 2 times the perfusion pressure, grout material Or the filling liquid from the hollow part of push Zen 40 ----'------, / w .------ 1T-^ I-„--- i (Please read the back first Please fill in this note for the $ item.) This paper size is based on the Chinese national rate (CNS > A4 Washing (210X297 mm). V. Creation Instructions (4). C7 D7 One pack of irrigated empties and slush holes, the most infused stream, one pack, the middle bats bet 18. The overflow pipe is used to irrigate the irrigated area before the unity. Kongli 1 topped s »shape • Re-tightening • The stalk of the two JEH can be ua, and tight B) Push on the tube 1 and then a 4a 1 * < • The close HW gap is 14 1 Crab! Set up densely with «unregulated hole setting, 1 hole, three times, 2 times, Yuan You 2 Qi Ke a mouth male," No. 02 single order or Λ also 3 notes, see 5 or 3 times straight Combined with «1 irrigation 1 shovel # water and multiple places, ο dense pipe mouth all at once.止 Ιο 孔 公 > • Not yet. Note the middle tube, note ο. Μ to (C2 surface effect bright irrigation from the out »irrigation 52 rod overflow _ ~ broken hair is buried in leaks to be plugged ~ push the surface three times the water with the same external protection Each tether 5 is stopped by touching the fifth • The dense material is facing inward and inward. Then you will be met. Yuan Dashi shows "ο 隳 面 水管! II liquid ginseng 1 single and the south 6 Irrigation stop into the slurry 2, Limu Fill 40% to make the connection deep, 1 effective pressure, 褊 structural director, the best oii the pole * work water public solution such as M injection 2 »5 squares to push the water content • slurry, and irrigate 1 to the rod Then, when the deep liquid is covered (please read the note on the back and fill in this page first) Printed by the Central Ministry of Economic Affairs and the Industrial Cooperative Cooperative, H sticky, it can be easily set up. The appropriate H is the union in the face of the cricket. It ’s too early to wash down the lotus and the application. It ’s not too early. • Press to get closer.. Making shadows and gaining soil • Examining strong irrigation. The low-M and low-lying soil M or M is used for tube surface types. Cross, low-prediction and make • by the connection. The first species is in the surface angle, complex law Jiajie »ChengMeng ChengMing 橥 aM FangLi YuanJian Jian. Soil Bureau ,, 4 When using the single-effect system of industrial pulp to receive a letter from Hao Xiong, pray for 1st. »Irrigation mother leakage limit is not low. Fan Guan province, note the water in a, prevent it. Public and mixed labor, irrigation Zou_Shen Fang Guan II learnt from water, water, air and air pollution, and it is easy to explain that the tube is localized, limited to stop the hole irrigation, and attached to the Ming dynasty. Compare or send out Μ •• Reporting materials_ 合 M 受 m multi-force to co-exist on the back of the material on the back of the a will not fail to renew the public • The sense of law 30% inside the M pulp is dense and close to the M outside the plug The completion of the gallium irrigation is very important. • You can stop this love. Oral workers a,,.,. 210X297 mm}

Claims (1)

388781 A8 B8 C8 D8 經濟部中央揉率局負工消费合作社印製 六 > 申請專利範圍 1 | ( 1 )- 種 連 績 壁 之 預 埋 管 止 水 灌 漿 施 工 法 > 主 要 包 含 K 下 1 之 施 工 步 m : 1 I A 、 於 長 形 管 體 之 表 面 設 >λ 交 錯 排 列 之 多 數 透 孔 ; 1 1 B 、 逋 當 厚 度 之 包 覆 層 包 覆 於 管 體 表 面 之 透 孔 請 I C 、 將 管 體 埋 設 於 網 筋 簏 之 公 母 單 元 連 接 處 之 内 側 先 聞 1 或 外 側 » 使 混 凝 土 於 灌 注 該 網 筋 籠 而 構 成 連 續 壁 η 背 面 之 1 後 9 管 體 之 開 0 得 以 伸 η 於 地 面 ; 管 體 可 為 單 管 1 注 I 雙 管 、 U 形 管 等 多 種 組 合 > $ D 當 連 績 壁 滲 水 或 漏 砂 時 Μ 一 前 端 為 栓 塞 且 圼 中 項 再 1 I 空 之 推 桿 套 合 於 管 體 内 f 1 i- 1 E 由 推 桿 之 中 空 部 份 >X 灌 注 幫 浦 將 水 泥 糸 列 灌 漿 材 頁 料 或 化 學 止 水 灌 漿 液 灌 注 於 管 體 内 1 I F 灌 漿 材 料 或 灌 漿 液 經 由 管 體 透 孔 由 透 孔 與 橡 膠 層 1 1 之 接 觴 面 漆 出 1 G 、 灌 漿 材 或 灌 漿 液 與 連 續 壁 之 壁 面 緊 密 接 合 > 達 1 訂 1 到 止 水 漏 砂 之 效 果 〇 ( 2 )如 串 請 專 利 範 圍 第 一 項 所 述 之 連 績 壁 之 預 埋 管 止 水 灌 1 I 漿 施 工 法 * 在 其 中 , 管 體 表 面 所 設 之 透 孔 9 係 以 四 個 1 I 相 對 方 向 開 設 » 使 四 個 透 孔 構 成 __. 單 獨 之 透 孔 區 * 且 1 使 每 透 孔 腐 形 成 適 當 之 間 距 0 1 德 ( 3 ).如 申 請 專 利 範 圍 第 —* 項 所 述 之 連 續 壁 之 預 埋 管 止 水 灌 1 漿 施 工 法 $ 在 其 中 9 用 於 灌 漿 材 料 或 灌 漿 液 之 幫 浦 9 1 其 施 工 壓 力 係 至 少 為 7 K G / c m 2以上。 1 | ( 4 )如 申 請 專 利 範 圍 第 —_. 項 所 述 之 連 續 壁 之 預 埋 管 止 水 灌 1 漿 施 工 法 , 在 其 中 t 用 於 灌 漿 材 料 或 灌 漿 液 之 幫 浦 » 1 其 灌 注 壓 力 係 為 灌 注 深 度 水 壓 力 之 1 * 5 倍 2 . 1 1 0 i 倍 或 2 倍 Μ 上 0 1 1 1 1 Ί 1 1 本紙張尺度逍用中鬮B家揉率(CNS ) A4规格(210X297公釐)388781 A8 B8 C8 D8 Printed by the Central Labor Bureau of the Ministry of Economic Affairs, Consumer Cooperatives & Co., Ltd. > Patent Application Range 1 | (1)-Construction Method of Waterproof Grouting for Embedded Pipes of Successive Walls > Construction step m: 1 IA, on the surface of the elongated pipe body, > λ staggered through holes; 1 1 B, the thickness of the coating layer on the surface of the pipe body, please IC, the pipe The body is buried inside the connection point of the male and female unit of the mesh reinforcement 闻 first or outside »so that the concrete is poured into the mesh reinforcement cage to form a continuous wall η 1 on the back 9 and the opening of the pipe 0 is extended to the ground; The body can be a single tube 1 Note I Double tube, U-shaped tube and other combinations > $ D When the continuous wall leaks or sand leaks M One front end is plugged and the middle one is 1 I The empty putter fits in the tube In vivo f 1 i- 1 E The hollow part of the putter > X infusion pump Injects cement lining grouting material sheet or chemical water-proof grouting liquid into the tube body 1 IF grouting material or grouting liquid through the hole of the tube body 1 G is painted by the joint surface of the through hole and the rubber layer 1 1, the grouting material or grouting liquid is in close contact with the wall surface of the continuous wall > up to 1 order 1 to the effect of water and sand leakage. 0 (2) If the string is patented The first embedded water pipe in the scope described in the first paragraph of the scope of the water-stop irrigation 1 I slurry construction method * In which, the through-holes 9 provided on the surface of the pipe body are opened in four 1 I opposite directions »four through-holes Constitute __. Separate through-hole area * and 1 to form a proper distance between each through-hole rot. 0 1 Germany (3). According to the scope of the patent application— *, the embedded pipe of the continuous wall is water-proof and filled with 1 slurry Construction method $ 9 out of which is used for grouting Or help liquid grout pump 91 which is applied to the working pressure is based at least 7 K G / c m 2 or more. 1 | (4) As mentioned in the scope of the patent application, the continuous wall of pre-embedded pipe water-stop irrigation 1 grouting construction method, where t is used for grouting materials or pumps of grouting fluid »1 The pouring pressure system 1 * 5 times of water pressure at the depth of infusion 2. 1 1 0 i times or 2 times Μ on 0 1 1 1 1 Ί 1 1 This paper size is not suitable for use 阄 B home kneading rate (CNS) A4 size (210X297 mm) )
TW87104386A 1998-03-24 1998-03-24 Anti-penetration method of grouting through pre-laid pipes used in continuous wall TW388781B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW87104386A TW388781B (en) 1998-03-24 1998-03-24 Anti-penetration method of grouting through pre-laid pipes used in continuous wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW87104386A TW388781B (en) 1998-03-24 1998-03-24 Anti-penetration method of grouting through pre-laid pipes used in continuous wall

Publications (1)

Publication Number Publication Date
TW388781B true TW388781B (en) 2000-05-01

Family

ID=21629752

Family Applications (1)

Application Number Title Priority Date Filing Date
TW87104386A TW388781B (en) 1998-03-24 1998-03-24 Anti-penetration method of grouting through pre-laid pipes used in continuous wall

Country Status (1)

Country Link
TW (1) TW388781B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI755611B (en) * 2019-07-01 2022-02-21 鑑築工程有限公司 Pre-embedded perfusion tube set and method of using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI755611B (en) * 2019-07-01 2022-02-21 鑑築工程有限公司 Pre-embedded perfusion tube set and method of using the same

Similar Documents

Publication Publication Date Title
CN206386134U (en) A kind of Underground Subway Station guarded drainage construction
WO2019000775A1 (en) Self-draining anchor cable system for side slope protection and construction method therefor
CN105220713B (en) The waterproof construction of outer wall of basement subsiding crack
CN109488371B (en) Waterproof system of full-enclosed waterproof station and dynamic setting and quantity-limiting drainage method
CN105822347A (en) Tunnel siphon water drainage system and construction method thereof
CN103046565A (en) Draining method for ultra-deep batholith deep foundation pit
CN111424613A (en) Method for treating through cracks of roller compacted concrete dam
CN111441392A (en) Grouting water guide leakage stoppage structure and underwater jet grouting anchor cable water stop construction method
CN206189457U (en) Piping lane and waterproof node thereof
CN104197129B (en) A kind of novel reinforced concrete drainage pipe and its manufacture method
CN105696543B (en) A kind of method that dam front row is seeped when red mud dump constructs sub- dam
CN206971581U (en) A kind of water-proofing treatment system of joint of plate perforating pipe position
CN109339118A (en) A kind of basement bottom board leakage-resistant device and construction method
TW388781B (en) Anti-penetration method of grouting through pre-laid pipes used in continuous wall
Sainov et al. Workability of high rockfill dam with a polymer face
CN206928341U (en) A kind of device of the outer side hydraulic pressure of reduction basement
CN205531429U (en) Quick hole sealing device of biliquid slip casting bag pocket type
CN211312560U (en) Simple and easy core section of thick bamboo stepping water conservancy diversion drainage structures
CN110965487B (en) Down-pass passage high-flow reverse-suction siphon sewage pipe and encapsulation treatment construction method
CN209243728U (en) A kind of OPT interlocking pile slip casting around pile pipe device
CN204626434U (en) Manual hole digging pile water stopping structure
CN206956791U (en) A kind of new-old concrete interface waterproof sealing structure
CN207348116U (en) Test equipment line passes through the Validity Test device of raft foundation waterproof roll
CN104895099B (en) Water-stop curtain device
CN216714414U (en) A waterproof drainage structures of hierarchical formula for tunnel

Legal Events

Date Code Title Description
GD4A Issue of patent certificate for granted invention patent
MM4A Annulment or lapse of patent due to non-payment of fees