TW521111B - Anti-corrosion partition grouting device for corrugated pipe and construction method thereof - Google Patents
Anti-corrosion partition grouting device for corrugated pipe and construction method thereof Download PDFInfo
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- TW521111B TW521111B TW91110803A TW91110803A TW521111B TW 521111 B TW521111 B TW 521111B TW 91110803 A TW91110803 A TW 91110803A TW 91110803 A TW91110803 A TW 91110803A TW 521111 B TW521111 B TW 521111B
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Description
521111 五、發明說明α) 本發明係一種浪管防蝕隔離灌漿裝置與施工法,主要 係解決永久性地錯在地下水位高且易坍孔之砂層施工過程 中,套管或錫孔内常因湧砂、雜土、碎礫等導致入鍵困 難;主要係由一具有中心孔之絕緣封閉錐、具有中心孔及 偏心孔之間隔器、浪管、錐形封蓋、通水管、灌衆管和鋼 鍵組等裝置’藉由將完成組立後之鋼鍵組置於浪管内;以 套管鑽打錫孔;將鋼鍵組及浪管下入錨孔之套管内,並透 過通水管在浪管底端向外沖水;鋼鍵組及浪管完全下至錫 孔底部後,透過通水管灌注水泥漿直至溢出錨孔外即封閉 通水管並以錐形封蓋將浪管上端開口封閉;一邊拔出套管 同時持續灌注水泥漿直到套管完全拔出;以灌漿管在浪管 内灌注樹脂漿等施工步驟,即完成堅固且具有隔離效果之 永久性地錨。 中外學者專家一致肯定地錨為邊坡穩定和抗浮之最佳 利态’而地錨防餘則更是不容否認極為重要的一環。依據 FIP國際預力協會1988發表35件重大地錨腐蝕災害,其中 錨碇段腐蝕者佔5%、自由段腐蝕者佔5〇%、外部端錨腐蝕 者佔4 5 %。此外,中外學者專家研究認為水泥漿不能視為 永久性地錨防蝕保護層。FIP i 9 88、BSI 1 989規範規定錨 碇端PE浪管内應灌樹脂漿,PE浪管外則灌水泥漿,自由段 則將護管内灌水泥漿,外部端錨塗防蝕油後以混凝土封 蓋。 根據上述規定’本發明人等經長年持續針對地錨之改 善研究與設計,證明一種施工快速又經濟、簡便之浪管防521111 V. Description of the invention α) The present invention is a wave tube anti-corrosion isolation grouting device and construction method, which mainly solves the problem that the casing or tin hole is often caused during the construction process of the sand layer which is permanently wrong in the groundwater level and easy to collapse. Sand gushing, debris, gravel, etc. cause difficulty in entering the key; it is mainly an insulated closed cone with a center hole, a spacer with a center hole and an eccentric hole, a wave tube, a tapered cover, a water pipe, and an irrigation pipe And steel key sets, etc. By placing the completed steel key sets in the corrugated tube; drilling a tin hole with a casing; lowering the steel key sets and the corrugated tube into the casing of the anchor hole, and through the water pipe in the The bottom of the wave tube is flushed outwards; after the steel key group and the wave tube are completely lowered to the bottom of the tin hole, the cement slurry is poured through the water pipe until it overflows the anchor hole, then the water pipe is closed, and the upper end of the wave pipe is closed with a tapered cap. ; While pulling out the casing while continuing to inject the cement slurry until the casing is completely pulled out; the construction steps such as pouring the resin slurry into the wave tube with the grouting tube, complete the permanent anchor with a strong isolation effect. Chinese and foreign scholars and experts have unanimously affirmed that the anchor is the best state for slope stability and anti-floating, and that the anchor anchor is an extremely important part that cannot be denied. According to the FIP International Prestress Association, 1988 published 35 major ground anchor corrosion disasters, of which the corroded anchor section accounted for 5%, the free section corroded accounted for 50%, and the external end anchor corroded accounted for 45%. In addition, Chinese and foreign scholars and experts have concluded that cement slurry cannot be regarded as a permanent ground anchor anti-corrosion protection layer. FIP i 9 88 and BSI 1 989 stipulate that resin slurry should be poured into the PE wave tube at the anchor end, cement slurry should be filled outside the PE wave tube, and cement slurry should be poured into the protective tube, and the outer anchor should be covered with concrete after being coated with anti-corrosion oil. According to the above provisions, the inventors and others have continued to improve the research and design of ground anchors for many years, proving a quick, economical and simple construction
第5頁 521111 五、發明說明(2) 離施工法,確實可以達到上述要求,該施工法係以浪 =包覆鋼鍵組,兩端以封閉絕緣錐塞住,在浪管外灌漿 守、> 使水/尼漿不會流入浪管侵颠鋼鍵組;復於浪管外之I苗 孔/霍水/尼漿完成後,拆除浪管上端絕緣錐,向浪管内灌入 樹月旨漿〇 μ丄, 稭由此一施工法,錨孔因充滿水泥漿在凝固後對 立/、〜言皆具有握袤力,而浪管内因灌滿樹脂漿而能與 外°卩水分隔絕,有效保護鋼鍵組。 _ 一般地錨工程在施作過程中常遭遇到地下水位較 w且易辨孔之砂層(SM),以套管1鑽打錨孔時,如第一圖 所套管1將會有地下水湧入並夾帶大量泥沙,導致該 套官1内外之錨孔深度並非預設之深度,該不足之深度無 讓鋼鍵組下鍵入孔,進而導致入錫孔深度不足或施工失 ’若無法有效解決套管鑽孔時遭遇到的地下水與湧沙等 問題,則終將功虧一簣。 因此本發明人等為能有效解決上述問題,乃開發出一種 =用隔離式浪管所保護之鋼鍵組下鍵入孔時,不斷以通水 &向 >良管外之孔底沖水以沖出淤積的泥沙,當浪管及鋼鍵 凡王下至孔底後即以該通水管充當灌漿管進行灌漿,使 水/尼裝液迅速佔領錨孔底部,而阻擋地下水之持續入侵; 4匕外’在浪管内則灌注樹脂漿以保護鋼鍵組不會受到水分 入$而侵餘損壞。經由長時間設計與實驗進而開發完成本 件良管防蝕隔離灌漿裝置與施工法」。 &以本發明一較具體之實施例,並配合圖式將本發明 之裝置、工法及其特點功效等詳細說明如下··Page 5 521111 V. Description of the invention (2) The construction method can indeed meet the above requirements. The construction method is to use wave = coated steel key group, and the two ends are plugged with closed insulation cones. > Prevent water / nylon from flowing into the wave tube to invade the steel key group; after the completion of I seed hole / huo water / nylon outside the wave tube, remove the insulating cone on the top of the wave tube and pour the moon into the wave tube. The purpose slurry is 0 μ 丄. This is a construction method. The anchor hole is filled with cement slurry and has opposite holding power after solidification. The inner tube is filled with resin slurry and can be isolated from external moisture. Effectively protect the steel key set. _ In general, anchoring projects often encounter sand layers (SM) with a relatively low groundwater level and easy to identify holes. When drilling anchor holes with casing 1, there will be groundwater inflow into casing 1 as shown in the first figure. Entrained with a large amount of sediment, the depth of the anchor hole inside and outside the suite 1 is not the preset depth. The insufficient depth does not allow the keyholes to be entered under the steel key set, which leads to insufficient depth of the tin hole or construction loss. Problems such as groundwater and sand gushing encountered during casing drilling will eventually fail. Therefore, in order to effectively solve the above problems, the present inventors have developed an = when the holes are entered under the steel key set protected by the isolated wave tube, the water is continuously flushed with water & toward the bottom of the hole outside the good tube In order to flush out the deposited sediment, when the wave tube and the steel key, Fan Fan, reach the bottom of the hole, the water pipe acts as a grouting pipe for grouting, so that the water / Ni liquid fills the bottom of the anchor hole quickly and prevents the continuous invasion of groundwater "4 dagger outside" in the wave tube is filled with resin slurry to protect the steel key group from moisture and damage. After a long time of design and experiments, this good tube anti-corrosion isolation grouting device and construction method have been developed. & With a more specific embodiment of the present invention, and in conjunction with the drawings, the device, working method, characteristics and effects of the present invention are described in detail as follows ...
521111 五、發明說明(3) 本發明之施工步驟,依圖序為: 如第二圖所示,地錨之自由端,包括由多條包覆有PE管 20之鋼絞線21,其内並塗有防蝕黃油,PE管20下端以膠布 2 2纏繞以防止黃油漏出;再以若干具有中心孔及偏心孔之 間隔器23設於錨碇端連結鋼絞線21組成鋼鍵組2,並於間 隔器23的中心孔處設置一較大之灌漿管5,及於間隔器23 的偏心孔處設置一較小之通水管6 ;之後整個鋼鍵組2套置 在PE浪管3内,該PE浪管3之下端裝置有中空絕緣錐4,利 用鐵絲或其它繫帶、膠布4〇等將絕緣錐4繫緊固定在pe浪 管3下端。其中,中空絕緣錐4具有一貫穿孔41可供通水管 6穿過並藉由内外兩螺帽a固定。 如第三圖所示,將鋼鍵組2及浪管3下入套管1内,並透 過通水管6向浪管3底端沖水14(如箭頭Ψ所示),將套管丨内 之於積砂土沖出(如箭頭S所示)。 下至金第:FI四,*第五圖所示,當鋼鍵組2及浪管3可以完全 下至姜田孔底部或褚 凡王 注水泥聚(如斧頭^疋之深度後,隨即將通水管6改變成灌 錐形封罢7私=~所不)至溢出錨孔外即封閉通水管6並以 灌注水泥漿以補奋之上柒,並一邊拔出套管1同時持讀 管1完全拔出而水孔内之空隙’直至如第六圖所示,套 如第六圖所k〉尼聚亦已充滿錨孔與浪管3之間為止。 灌入樹脂漿(如$ 卸除錐形封蓋7,自灌漿管5對浪管5内 滿。 ⑴頭R所示),使鋼鍵組2被樹脂漿所包覆填 完成鋼鍵組2之 卜鍵入孔與隔離灌漿施工,待水泥漿與521111 V. Description of the invention (3) The construction steps of the present invention are shown in the following order: As shown in the second figure, the free end of the ground anchor includes a plurality of steel wires 21 covered with PE pipes 20, and It is coated with anti-corrosion butter. The lower end of the PE pipe 20 is wrapped with adhesive tape 2 to prevent butter from leaking out. Then, a number of spacers 23 with a central hole and an eccentric hole are provided at the anchor end to connect the steel strand 21 to form a steel key group 2. A larger grouting pipe 5 is provided at the center hole of the spacer 23, and a smaller water passing pipe 6 is provided at the eccentric hole of the spacer 23; thereafter, the entire steel key set 2 is set inside the PE wave pipe 3, The lower end of the PE wave tube 3 is provided with a hollow insulating cone 4, and the insulating cone 4 is fastened and fixed to the lower end of the pe wave tube 3 by using iron wires or other ties, tape 40 and the like. Among them, the hollow insulating cone 4 has a through-hole 41 through which the water pipe 6 can pass and is fixed by two inner and outer nut a. As shown in the third figure, the steel key set 2 and the wave tube 3 are lowered into the casing 1, and the water 14 is flushed to the bottom of the wave tube 3 through the water pipe 6 (as shown by the arrow Ψ). It is washed out by sand (as shown by arrow S). Down to the golden level: FI IV, * As shown in the fifth figure, when the steel key group 2 and the wave tube 3 can be completely lowered to the bottom of Jiangtian hole or Chu Fanwang injection cement (such as the depth of the axe ^ 疋, then The water pipe 6 is changed into an irrigation cone seal (7 == nothing) to the outside of the anchor hole, that is, the water pipe 6 is closed, and the cement slurry is filled to fill the upper part, and the pipe 1 is pulled out while holding the reading tube. 1 Completely pull out the gap in the water hole until the sleeve is filled with the hole between the anchor hole and the wave tube 3 as shown in the sixth figure. Fill the resin slurry (such as removing the tapered cover 7 and filling the self-grouting tube 5 to the wave tube 5 as shown in the hoe R), so that the steel key group 2 is covered with the resin slurry to complete the steel key group 2 Type the hole and isolate the grouting construction.
521111 五、發明說明(4) 樹脂聚經養生期凝固後,即可在地表上對鋼絞線2丨實施導 電測試’以確認浪管3内外為不導電之絕緣狀態,證明沒 有水分侵入浪管3内,而確保鋼鍵組2之永久有效性;最後 在地表外進行承壓鈑、錨頭握線器等之安裝、預拉、微 調、鎖疋等施工後即完成一堅固且具有隔離地下水效果之 永久性地錫。 以上施工步驟中,組裝之鋼鍵組2主要係由數條鋼鉸線 21所構成’在其自由端部份鋼鉸線21包覆有PE管2〇,其内 並塗有防銹黃油;鋼鉸線2丨之固定端部分則以若干間^器 2 3連結各鋼鉸線2 1,使組成一鋼鍵組2,該間隔器2 3中心 孔及偏心孔各別設置一灌漿管5及一通水管6,之後在整個 鋼鍵組2外部包覆一PE浪管3,該浪管3需比鋼鍵組2長出 30cm〜50cm,又在浪管3之下端設置一中空絕緣錐4,且利 用鐵絲或其他繫帶、膠布等繫件4〇將絕緣錐4固定在浪管3 下端,而通水管6通至浪管3下端絕緣錐4外。其中,浪管3 内所灌注之樹脂漿可具有其他添加料,如非含水性之纖& 維、顆粒等。 、 本發明之特點在於將浪管3之下端以絕緣錐4封閉,再 利用伸出於浪管3外之通水管6,進行沖水下鍵入孔,確保 鋼鍵組2能順利下到預定深度後並同時進行灌漿以充滿鐵 孔。 本發明之另一特點在於,套管1灌水泥漿,浪管3内部灌 注樹脂漿,使飽含水份之水泥漿及地下水皆無法侵入浪管 3對鋼鍵組2?生侵蝕。521111 V. Description of the invention (4) After the resin is solidified during the curing period, the steel strand 2 can be conducted on the ground surface to conduct a conductivity test 'to confirm that the wave tube 3 is non-conductive and insulative inside and outside, and prove that no water has penetrated into the wave tube. 3 to ensure the permanent effectiveness of the steel key set 2; finally, the installation, pre-tensioning, fine adjustment, lock-up, etc. of the pressure-bearing sheet, anchor head gripper, etc. outside the ground are completed and a solid and isolated groundwater is completed The effect of permanent tin. In the above construction steps, the assembled steel key set 2 is mainly composed of a plurality of steel hinge wires 21. At its free end, the steel hinge wire 21 is covered with a PE pipe 20 and coated with rust-proof butter; The fixed end portion of the steel hinge 2 丨 is connected to the steel hinges 21 by several spacers 2 3 to form a steel key group 2. The spacer 2 3 is provided with a grouting tube 5 at the center hole and the eccentric hole. And a water pipe 6, and then a PE wave tube 3 is coated on the outside of the entire steel key group 2, the wave tube 3 needs to be 30cm ~ 50cm longer than the steel key group 2, and a hollow insulating cone 4 is set below the wave tube 3. In addition, the insulation cone 4 is fixed at the lower end of the wave tube 3 by using iron wires or other ties, such as a tie, adhesive tape, and the like, and the water pipe 6 is communicated to the outside of the insulation cone 4 at the lower end of the wave tube 3. Among them, the resin slurry filled in the wave tube 3 may have other additives, such as non-aqueous fiber & dimension, particles, and the like. The present invention is characterized in that the lower end of the wave tube 3 is closed with an insulating cone 4 and then the water passing pipe 6 protruding outside the wave tube 3 is used for flushing and entering the hole to ensure that the steel key group 2 can be smoothly lowered to a predetermined depth. Later and at the same time grouting to fill the iron holes. Another feature of the present invention is that the casing 1 is filled with cement slurry, and the wave tube 3 is filled with resin slurry, so that both the water-saturated cement slurry and groundwater cannot penetrate the wave tube 3 and cause erosion to the steel key group 2.
521111 五、發明說明(5) 本發明之再一特點在於先利用通水管6在錨孔底部灌 漿,再於套管1 一邊向上拔出一邊灌漿使令水泥漿充滿錨 孔,而不需另外設置透氣管。 本發明之又一特點在於水泥漿與樹脂漿分開灌注,而 由於樹脂漿之成份是由A B劑混合而成,在一次灌漿後必需 立刻用溶劑加以清洗,所耗費之清洗費與材料費不低,因 此,本發明可以在一定數量之地錨完成灌水泥漿後,再集 中一次作樹脂灌漿作業,如此即可節省可觀之成本。 綜合以上所述可知,本發明之裝置及工法確可有效控 制地錨施工之順利,並為永久性地錨發揮防蝕功能,且其 用料經濟、施工容易,確具產業利用價值,爰依法提出申 請0521111 V. Description of the invention (5) Another feature of the present invention is to grout the bottom of the anchor hole with the water pipe 6 first, and then grout the bushing 1 while pulling up to make the cement slurry fill the anchor hole without additional installation. Ventilation tube. Another feature of the present invention is that the cement slurry and the resin slurry are separately poured, and because the components of the resin slurry are mixed by the AB agent, it must be cleaned with a solvent immediately after the grouting, and the cost of cleaning and materials is not low. Therefore, the present invention can focus on resin grouting once the cement grouting is completed in a certain number of ground anchors, which can save considerable costs. Based on the above, it can be known that the device and construction method of the present invention can effectively control the smooth construction of ground anchors, and exert anti-corrosion functions for permanent ground anchors. The materials are economical and easy to construct, and they have industrial use value. Application 0
521111 圖式簡單說明 圖示說明: 第一圖係以套管鑽孔遭遇坍孔地層之示意圖; 第二圖係本發明鋼鍵組組立完成之示意圖; 第三圖係本發明以通水管向浪管外沖水之示意圖; 第四圖係本發明以通水管向浪管外灌漿之示意圖; 第五圖係本發明灌漿完成之示意圖; 第六圖係本發明自灌漿管向浪管内灌入樹脂漿之示意圖。 圖號說明: 1套管 2鋼鍵組 20 PE 管 2 1鋼鉸線 22膠帶 23間隔器 3浪管 4浪管 40繫緊件 41貫穿孔 42螺帽 5灌漿管 6通水管 7錐形封蓋 SM砂層 W沖水動線521111 The diagram is a simple illustration. The first diagram is a schematic diagram of a borehole encountering a collapsed formation with a casing; the second diagram is a schematic diagram of the completion of the assembly of the steel key group of the present invention; the third diagram is a water pipe to the wave Schematic diagram of flushing outside the pipe; Figure 4 is a schematic diagram of grouting outside the wave tube with a water pipe according to the present invention; Figure 5 is a schematic diagram of the grouting completion of the present invention; Figure 6 is a resin pouring from the grouting tube into the wave tube according to the present invention Schematic diagram of the pulp. Description of drawing number: 1 bushing 2 steel key set 20 PE pipe 2 1 steel hinge 22 tape 23 spacer 3 wave pipe 4 wave pipe 40 fastening piece 41 through hole 42 nut 5 grouting pipe 6 water pipe 7 conical seal Cover SM sand layer W flush line
第10頁 521111 圖式簡單說明 S砂土流出動線 C灌水泥漿動線 R灌樹脂漿動線Page 10 521111 Schematic description S Sand soil flow line C Cement grout line R resin grout line
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TW91110803A TW521111B (en) | 2002-05-22 | 2002-05-22 | Anti-corrosion partition grouting device for corrugated pipe and construction method thereof |
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TW91110803A TW521111B (en) | 2002-05-22 | 2002-05-22 | Anti-corrosion partition grouting device for corrugated pipe and construction method thereof |
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