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TW209265B - - Google Patents

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Publication number
TW209265B
TW209265B TW81108712A TW81108712A TW209265B TW 209265 B TW209265 B TW 209265B TW 81108712 A TW81108712 A TW 81108712A TW 81108712 A TW81108712 A TW 81108712A TW 209265 B TW209265 B TW 209265B
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Taiwan
Prior art keywords
anchor
lumen
ground
cement slurry
sac
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TW81108712A
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Chinese (zh)
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Keller Ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

2〇9^65 A6 B6_ 五、發明説明() (請先閲讀背面之注意事項再填寫私頁) 本發明係有關於地錨。 對地錨的使用和構造的說明是可Μ在由大不列顛檫準 協會所出版的“為發展DD81 : 1982 >之草案”中獲知。此 一草案亦含有建議之名詞術語。 一棰典型的地錨包含在地基内之管腔是盛钂Μ水泥漿 (稱之為管腔泥漿)。容納於管腔内的是一錨筋,此錨筋的 遠距管腔開口終端的一端是結合於含有灌滿Μ樹脂或水泥 漿的波形導管的一錨囊內。此錨囊是結合於管腔水泥漿内 Κ及錨筋有一自由段大體上沒有黏著於管腔水泥漿且係塗 有滑脂及被以覆套者。此覆套進入錨囊内俾使在囊內結合 錨筋的一段是些許地較錨囊長度要短。在它的自由端此錨 筋是被收容於一錨頭内,是壓靠著此錨頭Μ及是鎖定地梅 靠它。 上文說明有關於含一單錨筋的地錨。但地錨亦知有含 若干錨筋結合於一伸長形態的單錨囊内者。錨筋的终端可 能在囊內以交錯鼷係配置Μ便能沿著囊而分散負荷。 經濟部中央標準局R工消費合作社印製 雖然此一配置較僅含一單一筋的地錨可傳送一較大拉 力負載,但由於這些錨筋必須要塗以滑脂,予以護覆並在 製造工廠的條件下結合於囊内,而此錨隨後要蓮送到要予 Μ堪入並穩定於此管腔内之場地,所Μ它的使用是有限制 的。能用在此一構造中的囊長度也由於需要能從製造此囊 的工廠蓮送到要作安裝的場地而受到限制。 一種早期的發明提供本讓渡的地錨装置Μ專利申請的 理由,較已知结構它有下列諸優點。 * 本紙張尺度適用中國國家標準(CNS)甲4规格(210 X 297公釐) 3 81.9.25,000 209265 A6 B6 經濟部中央標準局R工消費合作社印t 五、發明説明() 依據此一早期發明的一觀點,申請人提供的地錨裝置 包含一在地基内並盛滿Μ水泥漿(管腔泥漿)的管腔以及被 收容於管腔内並自其伸展的多値地錨,每一此地錨包含有 結合於一囊内的一段结合長度的錨筋,而這囊則含有自管 腔水泥漿分開的水泥漿以及配置有一段自由長度,因此在 自由長度和管腔水泥漿之間極少有甚至沒有黏著;以及其 中每一地錨有囊與其他地錨的囊是分開的,各餹別地錨的 囊是Μ交錯分隔的關係沿著管腔配置並穗定在管腔水泥漿 内。 這一地錨裝置較上述相闋技藝有若干優點。 首先,由於有多個値別的地錨在管腔内,因此如果這 些地錨之一有差錯時,這僅會減少以定量的負載能力而其 他地錨仍會承擔其全負載。而在此裝置内有多重錨筋係被 穩定於一共用之錨囊内而不會使任何一錨筋之解除結合造 成整锢地錨之不適用。 其次是此地錨可以很方便地蓮送到場地*因為每一地 錨的錨囊是比較短,例如一至三米長,同時因而使得錨囊 和錨筋的自由段長度可以很方便地運送到場地。 此一早期發明的其他性能和優點可以從英國專利申請 案第2223518Α號中建立。 現在,我們可以發現對上文所界定的結構的一種改良 〇 由錨筋施行於一錨囊上的力量是在增壓此錨囊向外的 方向中作用。此一向外的爆裂力置是由圍繞的管腔水泥漿 (請先閲讀背面之注意事項再塡寫衣頁: 丨裝· 訂· 泉· 本纸張尺度適用中·國國家標準(CNS)甲4規格(210 X 297公笼) 4 81.9.25.000 209265 A6 B6 經濟部中央標準局貝工消費合作社印製 五、發明説明() 和管腔壁的抗拒,而且通常是,如果僅有一單一的錨囊呈 現,則向題僅在於管腔的圍繞壁是杏其本身為軟饈或可壓 縮體。 不過,如果呈現有若干錨囊,但僅有最深一個錨囊是 放置在一個或多餾錨筋的附近内,亦卽,如果有四艏錨囊 被使用時最上面的三個作為相鄰者而放置成平行的連續一 ,二或三個並圍繞錨筋。 因為這些錨筋係為活動而被塗以滑脂,亦即並不與管 管腔水泥漿相結合,在抗拉燿烈力量上它們所代表著最脆 弱的區域。如果,一如典型的一種情況,此錨筋是個別地 被覆蓋以一層或多層合成聚合物材料包覆箸至少那些接近 錨囊的錨筋部份並蛮擇性地在錨囊内包覆著整個長度時, 那麽這一弱點將更為惡劣。 本發明的發表是為在複绳纜组合中克服此一減小對錨 囊煤烈力量之阻力的問題。 本發明之一觀點中所提供之地錨装置包含在地基内之 一管腔並盛滿Μ水泥漿(管腔水泥漿),Μ及多艟地錨被收 容於管腔内並自該處伸展,每一地錨包含一有被結合一段 長度的錨筋,此一段是結合於含有與管腔水泥漿分隔的水 泥漿的一錨囊内,以及配置有一自由段,因此自由段和管 腔水泥漿之間有極少或沒有鈷著;以及其中每一地錨有一 錨囊與其他地錨的錨囊隔開,各値別地錨的囊是沿著管腔 Μ交錯分隔關係配置並搔定於管腔水泥漿内,其特點在於 在管腔内至少有一値錨筋,至少在其該部份内此錨筋是靠 (請先閲讀背面之注意事項再填寫本頁) -裝. 訂- .泉. 表紙張尺度適用中國國家標準(CNS)甲4规格(210 X 297公釐) 81.9.25,000 A6 B6 209265 五、發明説明() (請先閲讀背面之注意事項再填寫木美) 近並平行於一錨囊放置者,是痼別地園缤以一抗E導管。 最好是大多數或者所有這類錨筋是如此地予Μ圍繞。 此導管通常僅爲相等於鄰近錨囊的一段長度縱向地伸 展。適當之抗壓導管可由例如鐵金靥或類似材料製成。 一如在早期的倡議中,爲增強錨筋在一囊内的結合, 每一錨筋是適當地在囊内使形變。如果錨筋為銷索時,那 麽最外邊的網絲可Μ不放置,並在主網絲上放置一圈套後 再放置。 囊將通常包括一個或多値含水泥漿的波形導管。 此地錨装置將包括一錨頭在管腔的開口一端,Μ及每 一錨筋將被收容於頭内之個別孔内並個別地予Μ壓縮並鎖 定於該處。 經濟部中央標準局Λ工消費合作社印製 本發明亦提供一棰製造地錨裝置的方法,包含在地基 內形成一管腔,放置多値地錨於管腔内,每一地錨包含一 錨筋,錨筋有一結合段結合於一囊内,囊則含水泥漿,以 及配置一有極少許或無黏著於管腔内圍繞之水泥漿之自由 段,每一地錨有一錨囊自其他地錨之錨囊分隔,沿著管腔 以交錯隔開的關係配置各個別地錨的錨囊,定位一痼別抗 壓長度的導管於管腔内*圍繞著至少一値錨筋,Μ及至少 在位於鄰近並平行於囊的部份内*以及隨後充填此管腔以 水泥漿Κ穩定其内之囊,裝配錨頭在錨筋上,分開地壓縮 每一錨筋,以及Κ錨頭為準値別地鎖定該壓下之錨筋。 另一種可選擇的组合方法,其中每一錨筋於放置之前 係園繞以其導管,間或Μ割切成所需的長度,這些方法也 本纸張尺度適用中國國家標準(CNS)甲4規格(210 X 297公楚) 6 81.9.25,000 A6 B6 209265 五、發明説明() (請先閲讀背面之注意事項再填寫衣頁) 包括於本發明之範圍内。 現在,本發明可以參考附圖而列舉實例方式作詳細說 明,所附線圖中: 第1圖為具體表現本發明之通過地錨裝置之部份, 第2圖為第1圖裝置之詳細縱向部份,顯示一錨囊構 造; 第3圖為第2圖中直線B-B之部份; 第4圖為第1圈裝置之詳細縱向部份,顯示另一錨囊 構造;以及 第5圖為第4圖之直線A-A上之一部分。 現在參看第1圖,此地錨裝置包含一管腔10形成於地 基内,要就是垂直式,抑或其他所要之角度。 經濟部中央標準房Rx消費合作社印製 在管腔内者爲四個分開的地錨,大致指示於11,12, 13和14處。每一這些地錨分別包括一錨筋11a,12a,13a 和14a,這些錨筋簡單地包含七根鋼絲绳,Μ—根主绳和 交根銷絲圍其捲撓,以及每一地錨亦包含一錨囊分別指示 於15至18處。錨囊是縱向地分隔並位於管腔截面内之不同 半徑上。如此則囊15是極靠近管腔的底部,囊16是從囊15 間隔分開而朝向管腔的自由端19,以及囊17是從囊16隔開 ,以及囊18是從囊17隔開。 每一囊界定一含有大量水泥漿的導管,在其中結合一 段長度的錨筋11a等係被穩定於内。因此如顯示於圖2内 者,筋12a的結合一段長度16a,例如,是由第一波形塑膠 導管20所圍繞,而此導管20又依序地由自導管20隔開之另 本紙張尺度適用中國國家標準(CNS)甲4规格(210 X 297公楚) 7 81.9.25,000 209265 A6 B6 經濟部中央棣準局R工消费合作社印製 五、發明説明() 一波形塑料導管21所困繞。塑料導管20内之空間指示於22 處者是充水泥或樹脂為基質的泥漿,以及導管20和21 之間的空間23亦是充填Μ相同的水泥漿。錨筋的結合段可 不以解開绳纜所顯示的方法來形變,但可Μ放置套圈在主 - 鏑铋並隨後再形成索《的方法來予Μ形變。 從笫3圖可以看到在管腔10內的其他錨筋沿著囊16的 旁邊通過。 錨筋13a的自由段係塗以滑脂並覆蓋Μ塑料覆套24, Μ及一外部塑料覆套24a在24b處伸入囊16内的水泥漿22, 如此即完全地保護著此錨筋。同樣·地每一其他錨筋的自由 段是被塗Μ滑脂並覆套;為便於說明起見即不另作顯示。 在每一錨筋通過一囊在其上塗Μ滑脂並包纏的位置處 ,當容許錨筋作活動時,亦代表在抗拒由連接之錨施加於 每一囊之燔烈力量上的脆弱的縱向伸展區。依此而在圍繞 此一錨筋11a,12a和13a,鄰近於囊17,16和18處提供有 一段金臑管糸111a,112a和113a,軸向地抗拒壓縮,Μ便 能在圃繞每一錨囊區内保持燔烈強度。 一如顯示於第1圖内並更詳細地顯示於第2圖中者, 這些一段管糸11U,112a和113a可能僅伸展至需要以保持 圍繞每一錨囊之爆烈強度之長度。 塑料覆套和滑脂,Μ及所圍嬈的金颶管糸可防止或減 少錨筋的自由段和充填入管腔10内之大量水泥漿25之間的 黏著。此一管腔水泥漿穩定地錨11至14之錨囊16至18於管 腔10內,由於界定此囊的波浪形狀的塑膠導管而使得管腔 (請先閲讀背面之注意事項再填寫本\〇0 丨裝· 訂. .象. 本紙張尺度適用中國國家標準(CNS)甲4規格(210 X 297公犛) 8 81.9.25,000 A6 B6 209265 五、發明説明() (請先閲讀背面之注意事項再填寫本頁) 水泥漿和錨囊之間獲得良好的黏著。 因此,由於囊15至18是沿著管腔10的長度交錯以及由 於錨筋的自由段和管腔水泥漿25之間大體上沒有黏著,故 負載之傳送於每一地錨和地基之間者是經由管腔水泥漿25 而施加在一固定一段長度上,傳送於每一地錨和地基之間 的負載是施行於一段固定長度上通過管腔水泥漿25而至地 基。由於錨囊和其相關連的固定長度是沿著管腔10的長度而 交錯,所K個別地錨的負載是沿箸管腔的長度而擴散,因 此有極少的趨向讓地基因此一多重地錨而超載。每一地錨 將是K錨頭為準而分開地壓縮(圖中未顯示),並作舆錨頭 相關連的鎖定。 每一地錨是在工廠狀況下生產,Μ及錨筋的結合長度 是在塑料導管或上文所述導管內之水泥漿之本身錨囊內予 以包覆。每一錨筋之自由段是被塗Μ滑脂並覆套。由於此 等囊是大約一至三米長Μ及錨筋的自由段可適當地為輪送 目的而盤繞,然後此地錨卽可很容易地被輸送到場地。此 地錨端視其在管腔10内最终位置而決定其以適當的長度來 製造。 經濟部中央標準局R工消費合作社印紫 當到逹場地時,隨後此地錨是被堪入管腔内,因此, 此囊係沿著管腔長度而交錯,而Κ其他地錨筋的自由段沿 著囊之邊緣通過,如在第3圖和第5圔内所清晰顯示者。 然後管腔10是灌滿Μ水泥漿。當此一水泥漿凝固其在管腔 内穩定此囊時,能由此地錨裝置所傳送之負載通過地錨之囊 之交錯間隔關係而沿著管腔之長度而擴散。 本纸張尺度適用中國國家櫺準(CNS)甲4规格(210 X 297公釐) 9 81.9.25,000 209265 A6 B6 五、發明説明() 錨頭(圔中未潁示)是配置在管腔的開口終端,並有相 等於地錨數目的孔,每一錨筋通過在錨頭内分開之孔。隨 後此錨筋是藉一千斤頂的裝置而個別地壓入,W及每一錨 筋是藉夾筒的使用Μ錨頭為準而値別地固定° 第4圖顯示一略有不同的錨囊。在此狀況中係顯示有 一段固定的長度14a,同時此段長度是由一單一的波形塑 料覆套26所圍鐃,而覆套内則充填以樹脂或水泥基質的泥 漿27。毎一錨筋的自由段是塗Μ滑脂並裝設單一的塑料覆 套(第4圖未作此顯示)。 軸向地不能壓缩的一段金屬管条,Ilia,112a,在每 一狀況中自各自的錨囊伸展》K便在管腔的全長中圍繞此 錨筋。Μ上文所述的同一方法此一管条防謹K對抗由每一 囊所施行的燔烈力董。 可見者是本發明提供一種地錨裝置,其中在地基上的 負載是沿箸.管腔孔的長度而交錯,並因此很少可能使地基 超載或穩定性有失誤。此外,此地基錨組件是易於製造, 蓮送和安裝。此外,如果其中之一地基錨檯定有失誤時, 由其餘地錨所承載的負荷將不會受到影堪。 請 先 閲 讀 背 面 之 注 意 事 項 再. 填 寫- 本一 頁 裝 訂 泉 經濟部中央櫺準局R工消費合作社印製 民紙張尺度適用中國國家標準(CNS)甲4规格(21〇χ 297公釐) 81.9.25,0002〇9 ^ 65 A6 B6_ V. Description of the invention () (Please read the precautions on the back before filling in the private page) This invention is about ground anchors. A description of the use and construction of ground anchors is available in the "Draft for the Development of DD81: 1982 >" published by the British Standard Association. This draft also contains suggested terminology. The typical lumen contained in the foundation is Sheng-M cement slurry (called lumen slurry). Accommodated in the lumen is an anchor rib. The end of the anchor rib remote from the open end of the lumen is incorporated into an anchor sac containing a corrugated catheter filled with M resin or cement slurry. This anchor sac is integrated into the lumen cement slurry. K and the anchor bar have a free section that is not substantially adhered to the lumen cement slurry, and is coated with grease and coated. This covering enters the anchor sac so that the section of the anchor rib in the sac is slightly shorter than the length of the anchor sac. At its free end, the anchor bar is contained in an anchor head, which is pressed against the anchor head M and is locked against it. The above description relates to ground anchors with a single anchor bar. However, ground anchors are also known to contain a number of anchor bars combined in a single anchor sac in an elongated configuration. The end of the anchor bar may be arranged in a staggered line in the capsule to disperse the load along the capsule. Printed by the R Industry and Consumer Cooperative of the Central Bureau of Standards of the Ministry of Economic Affairs. Although this configuration can transmit a larger tensile load than a ground anchor that only contains a single rib, these anchor ribs must be greased, covered and manufactured. It is integrated into the sac under the conditions of the factory, and this anchor is then sent to the site where it is to be inserted into and stabilized in the lumen, so its use is limited. The length of the bladder that can be used in this configuration is also limited due to the need to be able to be delivered from the factory that manufactures the bladder to the site to be installed. An early invention provided the grounds for the patent application of the ground anchor device M, which has the following advantages over known structures. * This paper scale is applicable to the Chinese National Standard (CNS) A4 specifications (210 X 297 mm) 3 81.9.25,000 209265 A6 B6 Printed by the R and Consumer Cooperative Society of the Central Standards Bureau of the Ministry of Economy V. Description of invention () Based on this early invention One point of view, the ground anchor device provided by the applicant includes a lumen in the foundation filled with M cement slurry (lumen mud) and a multi-value ground anchor that is contained in the lumen and extends from it. The anchor contains a length of anchor rib that is combined in a sac, and the sac contains the cement slurry separated from the lumen cement slurry and is configured with a free length, so there is very little between the free length and the lumen cement slurry There is not even adhesion; and the sacs of each ground anchor are separated from the sacs of the other ground anchors, and the sacs of the individual ground anchors are arranged in a staggered relationship along the lumen and are set in the lumen cement slurry. This ground anchor device has several advantages over the above-mentioned phase-changing technique. First, since there are multiple different anchors in the lumen, if one of these anchors is in error, this will only reduce the load capacity by a certain amount while the other anchors will still bear their full load. In this device, multiple anchor bars are stabilized in a common anchor sac without decoupling any of the anchor bars to make it unsuitable for ground anchors. Secondly, this ground anchor can be easily delivered to the site * because the anchor sac of each ground anchor is relatively short, for example, one to three meters long, and thus the length of the free section of the anchor sac and the tendon can be easily transported to the site. Other properties and advantages of this early invention can be established from British Patent Application No. 2223518A. Now, we can find an improvement to the structure defined above. The force exerted by the anchor bars on an anchor sac is to pressurize the anchor sac in the outward direction. This outward bursting force is set by the surrounding lumen cement slurry (please read the precautions on the back first and then write the clothing page: 丨 Installation · Order · Spring · This paper scale is applicable to China · National Standard (CNS) A 4 Specifications (210 X 297 male cages) 4 81.9.25.000 209265 A6 B6 Printed by the Beigong Consumer Cooperative of the Central Standards Bureau of the Ministry of Economic Affairs 5. The invention description () and the resistance of the lumen wall, and usually, if there is only a single anchor The sac is presented, the only problem is that the surrounding wall of the lumen is apricot itself is soft or compressible. However, if there are several anchor sacs, but only the deepest one is placed in one or more distillation anchors Also, if there are four bow anchor sacs in use, the top three are used as neighbors and placed in parallel continuous one, two or three and surround the anchor bars. Because these anchor bars are active It is coated with grease, that is, it is not combined with the lumen of the tube lumen, and they represent the most vulnerable area in the tensile strength. If, as in a typical situation, this anchor bar is individually Covered with one or more layers of synthetic polymer If the material-covered grate is at least the part of the anchor bar close to the anchor sac and the entire length is covered in the anchor sac, then this weakness will be even worse. The present invention is published for the combination of multiple ropes It overcomes the problem of reducing the resistance to the strong coal force of the anchor sac. The ground anchor device provided in one aspect of the present invention includes a lumen in the foundation and is filled with M cement slurry (lumen cement slurry), Μ and multi-crust ground anchors are accommodated in the lumen and extend from there. Each ground anchor includes an anchor bar that is combined with a length of length. This section is combined with a cement slurry that is separated from the lumen cement slurry. There is a free section in the anchor sac, so there is little or no cobalt between the free section and the lumen cement; and each of the anchors has an anchor sac separated from the anchor sacs of the other anchors, respectively. Anchor sacs are arranged along the lumen M staggered separation relationship and anchored in the lumen cement slurry, which is characterized by at least one anchor bar in the lumen, at least in this part of the anchor bar is by (please (Please read the precautions on the back before filling out this page) -installation. Order-.quan. The paper scale is in accordance with Chinese National Standard (CNS) A4 specifications (210 X 297 mm) 81.9.25,000 A6 B6 209265 V. Description of invention () (please read the precautions on the back and fill in Mumei) near and parallel to Anchor The sac-layer is a primary anti-E catheter. It is preferable that most or all of these anchor bars are so surrounded by M. This catheter usually extends only a length equal to the length of the adjacent anchor sac A suitable pressure-resistant catheter can be made of, for example, iron, gold, or similar materials. As in the earlier proposal, in order to enhance the bonding of anchor bars in a capsule, each anchor bar is properly deformed in the capsule. If When the anchor bar is a pin, the outermost mesh may not be placed, and a loop will be placed on the main mesh before placing. The bladder will usually include one or more corrugated catheters containing cement slurry. The ground anchor device will include an anchor head at the open end of the lumen, and each anchor bar will be received in a separate hole in the head and individually compressed and locked there. Printed by the Central Standards Bureau of the Ministry of Economic Affairs. The invention also provides a method for manufacturing ground anchors, which includes forming a lumen in the foundation, placing multiple anchors in the lumen, and each anchor including an anchor Reinforcement, anchoring ribs have a joint section combined in a sac, the sac contains cement slurry, and a free section with a little or no cement slurry surrounding the lumen, each anchor has an anchor sac from other anchors The anchor sac is separated, and the anchor sacs of different anchors are arranged along the lumen in a staggered relationship, and a catheter of a different compression length is positioned in the lumen * around at least one anchor bar, M and at least Located in the part adjacent to and parallel to the bladder * and subsequently filling this lumen to stabilize the bladder in it with cement slurry K, install anchor heads on the anchor bars, compress each anchor bar separately, and the anchor head shall prevail Lock the depressed anchor bar otherwise. Another optional combination method, in which each anchor bar is wrapped around its catheter before being placed, sometimes cut to the required length, these methods are also applicable to the Chinese National Standard (CNS) A 4 Specifications (210 X 297 Gongchu) 6 81.9.25,000 A6 B6 209265 V. Description of the invention () (Please read the precautions on the back before filling in the clothing page) included in the scope of the invention. Now, the present invention can be described in detail with reference to the drawings and examples. The attached line drawing: Figure 1 shows the part of the invention that passes through the ground anchor device, and Figure 2 shows the detailed longitudinal direction of the device in Figure 1 Part 3 shows an anchor sac structure; Figure 3 is the part of line BB in Figure 2; Figure 4 is the detailed longitudinal part of the first ring device, showing another anchor sac structure; and Figure 5 is the first 4 Part of the line AA on the picture. Referring now to Figure 1, the ground anchoring device includes a lumen 10 formed in the foundation, either vertically or at other desired angles. Printed by the Rx Consumer Cooperative of the Central Standard House of the Ministry of Economic Affairs, the four separate anchors in the lumen are roughly indicated at 11, 12, 13 and 14. Each of these ground anchors includes an anchor bar 11a, 12a, 13a, and 14a. These anchor bars simply contain seven steel ropes, M—main ropes and cross-pin wires around it, and each ground anchor also An anchor capsule is included at 15 to 18 points. The anchor capsules are longitudinally separated and located on different radii within the lumen section. Thus, the bladder 15 is very close to the bottom of the lumen, the bladder 16 is spaced from the bladder 15 toward the free end 19 of the lumen, and the bladder 17 is separated from the bladder 16 and the bladder 18 is separated from the bladder 17. Each bladder defines a duct containing a large amount of cement slurry, in which a length of anchor bars 11a and the like are stabilized. Therefore, as shown in FIG. 2, the combined length 16a of the rib 12a is, for example, surrounded by the first corrugated plastic tube 20, and the tube 20 is sequentially separated from the tube 20. China National Standards (CNS) Grade A 4 (210 X 297 Gongchu) 7 81.9.25,000 209265 A6 B6 Printed by the Central Bureau of Economics and Technology R Industry and Consumer Cooperatives V. Description of Invention () A corrugated plastic catheter 21 is trapped. The space in the plastic conduit 20 indicates that the 22 is filled with cement or resin-based slurry, and the space 23 between the conduits 20 and 21 is also filled with the same cement slurry. The connecting section of the anchor bar may not be deformed by the method shown in the unwinding of the cable, but the ferrule may be placed on the main-dysprosium bismuth and then formed into a cable to preform the deformation. From Figure 3, it can be seen that the other anchor bars in the lumen 10 pass along the side of the capsule 16. The free section of the anchor bar 13a is coated with grease and covers the M plastic cover 24. The M and an external plastic cover 24a extend into the cement slurry 22 in the capsule 16 at 24b, so that the anchor bar is completely protected. Similarly, the free section of each other anchor bar is greased and coated; it is not shown separately for ease of explanation. Where each anchor bar is coated with M grease and wrapped around it through a sac, when the anchor bar is allowed to move, it also represents a fragile resistance to the stubborn force exerted by the connected anchor on each sac Longitudinal stretch zone. Accordingly, around this anchor bar 11a, 12a and 13a, adjacent to the sac 17, 16 and 18, a section of golden tube tube 111a, 112a and 113a is provided, which resists compression axially, so that M can be wound around the nursery A burnt strength is maintained in an anchor pocket. As shown in Figure 1 and shown in more detail in Figure 2, these lengths of tubing 11U, 112a, and 113a may only extend as long as necessary to maintain the explosive strength surrounding each anchor pocket. The plastic jacket and grease, M and the enclosed golden hurricane tube can prevent or reduce the adhesion between the free section of the anchor bar and the large amount of cement slurry 25 filling the lumen 10. The lumen cement slurry anchors the anchor capsules 16 to 18 of the anchors 11 to 14 stably in the lumen 10. The lumen is defined by the wave-shaped plastic catheter that defines the capsule (please read the precautions on the back before filling in this \ 〇0 丨 Installation · Order ... Elephant. This paper scale is applicable to the Chinese National Standard (CNS) A 4 specifications (210 X 297 male yak) 8 81.9.25,000 A6 B6 209265 V. Description of invention () (Please read the notes on the back first Please fill out this page again) Good adhesion between the cement slurry and the anchor sac. Therefore, since the sacs 15 to 18 are staggered along the length of the lumen 10 and because the free section of the anchor bar and the lumen cement slurry 25 are generally between There is no adhesion, so the load transmitted between each anchor and the foundation is applied to a fixed length through the lumen cement 25, and the load transmitted between each anchor and the foundation is applied to a section The fixed length passes through the lumen cement slurry 25 to the foundation. Since the anchor bladder and its associated fixed length are staggered along the length of the lumen 10, the load of the individual anchors is diffused along the length of the lumen , So there is very little tendency to make the foundation more The ground anchor is overloaded. Each ground anchor will be compressed separately according to the K anchor head (not shown in the figure), and will be locked in association with the anchor head. Each ground anchor is produced under factory conditions, M and The combined length of the anchoring ribs is covered in the plastic catheter or the cement sac in the catheter described above. The free section of each anchoring rib is coated with M grease and covered. Because these sacs are Approximately one to three meters long M and the free section of the anchor bar can be properly coiled for the purpose of rotation, and then the anchor can be easily transported to the site. The end of the anchor depends on its final position in the lumen 10 Appropriate length to manufacture. Yin Zi, R Industrial and Consumer Cooperative, Central Bureau of Standards, Ministry of Economic Affairs. When arriving at the site, the anchor was then inserted into the lumen, so the sacs were staggered along the length of the lumen, while the other The free section of the ground anchor bar passes along the edge of the capsule, as clearly shown in Figures 3 and 5. Then the lumen 10 is filled with M cement slurry. When this cement slurry solidifies it is in the lumen When stabilizing this bag, the load transmitted by this anchor device can pass through the ground The staggered relationship of the capsules spreads along the length of the lumen. This paper scale is applicable to China National Standard (CNS) A 4 specifications (210 X 297 mm) 9 81.9.25,000 209265 A6 B6 V. Description of invention ( ) The anchor head (not shown in the middle) is arranged at the open end of the lumen and has holes equal to the number of ground anchors. Each anchor bar passes through the hole separated in the anchor head. Then the anchor bar is borrowed by a jack The device is pressed in individually, and each anchor bar is individually fixed by using the anchor head of the clamp. The figure 4 shows a slightly different anchor bag. In this case, it shows A fixed length 14a, and this length is surrounded by a single corrugated plastic sheath 26 filled with resin or cement-based mud 27. The free section of each anchor bar is coated with M grease and equipped with a single plastic cover (not shown in Figure 4). A section of axially incompressible metal tubing, Ilia, 112a, which in each case extends from the respective anchor bladder, "K" surrounds this anchor bar over the entire length of the lumen. Μ The same method as described above, this rule of defense against the burnt force performed by each capsule. It can be seen that the present invention provides a ground anchor device in which the load on the foundation is staggered along the length of the clad. Lumen hole, and therefore it is rarely possible to overload the foundation or make a mistake in stability. In addition, this foundation anchor assembly is easy to manufacture, send and install. In addition, if one of the foundation anchors is faulty, the load carried by the remaining anchors will not be affected. Please read the precautions on the back first. Fill in-This page is bound by the paper printed by the Central Bureau of Economic Development of the Ministry of Economic Affairs, R and Consumer Cooperatives. The standard of the paper is applicable to the Chinese National Standard (CNS) A 4 specifications (21〇 297 mm) 81.9 .25,000

Claims (1)

A7 B7 C7 D7 Ιί'Ι-iE 六、申請專利範圍 第81108712號申請專利範圍修正本 修正日期:82年5月 1. 一種地錨包含一在地基内之管腔並充填Μ水泥漿(管 腔水泥漿),以及多個地基錨係收容於管腔内並自其 伸展,每一地錨包含一有結合段之錨筋,此結合段係 被結合於含水泥漿之囊內,而此水泥漿係自管腔水泥 漿分開者,Μ及配置有一自由段,因此在自由段和管 腔水泥漿之間僅有少許或甚至沒有黏著;以及其中每 一地錨有一錨《自其他地錨之錨囊分開,各自地錨之 囊係沿箸管腔以交錯隔開關係配置並穩定於管腔水泥 漿内,其特點在於;其中此管腔至少有一錨筋,至少 此錨筋之部分係位於鄰近錨囊並與之平行者,係個別 地圍繞Μ抗壓導管。 2. 依據申請專利範圍第1項所述之地錨,其中所有該錨 筋之大部分係個別地圍繞Μ抗壓導管。 3. 依據申請專利範圍第1或2項所述之地錨,其中此導 管僅縱向地伸展一段距離,此距離相等於鄰近錨囊之 一段長度。 4. 依據申請專利範圍第1或2項所述之地錨,其中每一 錨筋之结合段係在其*內予以形變。 5. 依據申請專利範圍第1或2項所述之地錨,其中每一 錨筋之錨囊含有一個或多個内含水泥漿之波形導管。 6. 依據申請專利範圍第1或2項所述之地錨,包括一錨 頭在管腔之開口終端,每一錨筋係被收容於錨頭之一 本纸張尺及適用中酉菌家標準(CMS>平《4規格(210 X 297公釐) -11 — ----------------r t l·-----裝------訂-----r·嫁 f (請先閲讀背面之注意事項再填寫本頁) 經濟部中央標準局貝工消費合作社印製 209265 Α7 Β7 C7 D7 六、申請專利範圍 锢別孔內,且係個別地作相關於該處之壓下並鎖定。 7. —種製造地基穩定裝置之方法,包含形成一管腔在地 基内,放置多個地錨於管腔内*每一地錨包含一有結 合段結合於一囊内之錨筋,囊内含水泥漿,Μ及配置 有一自由段俥使其對管腔内環繞之水泥漿有極少或無 黏著,每一地錨有一錨囊自其他地錨之錨囊分開,Μ 交錯隔開關係沿著管腔配置此各自地錨之錨囊於管腔 內之位置,環繞箸至少一個錨筋,Μ及至少其部分内 放置有個別之一段抗壓導管於鄰近於一*並與之平行 之位置,’並隨後Μ水泥漿镇滿此管腔Μ穩定該錨囊在 其內,裝配一錨頭於錨筋上,個別地壓下每一錨筋, 並値別地以錨頭為準而鎖定此壓下之錨筋。 8. 依據申請專利範圍第7項所述之一種製造地基穩定裝 置之方法,其中作為一可供選擇之方法為每一錨筋係 在放置於管腔内之前Κ其導管圍繞。 9. 依據申請專利範圍第7或8項所述之一種製造地基穩 定裝置之方法,其中每一錨筋通過錨頭内一値別孔。 ----------------I — l·-----裝------訂-----線 1 (請先閱讀背面之注意事項再場寫本頁) 經濟部中央標準局哀工消^合作社印5衣 表紙張尺度適用中國8家標準(CNS)甲4現格(210 X 297公釐) 12 > It 申請曰沏 朴 11.2 索 號 m 一—^〆 (以上各橺由本局填註) α‘ Α4 C4 IX曰#:8443 气 §2專利説明書堯从. -、稱 中文 地錨 英文 GROUND ANCHORAGE HHV 姓名 巴利♦安東尼·唐纳德 _發明i -、1·^ 箝贯 (國藉) 英國 住、居所 英國哈羅蓋特•哈羅松木高地 姓名 (名稱) 英商*凱勒有限公司 三' 中访人 蒋-t (囚籍) 英國 住、居所 (•4·;疥所) 英國倫敦供門路397-405猇亞吉泰克廣埸 代表人 姓名 懷恃豪斯•凱文 (請先聞"背面之注意事項再嗔"本頁各棚) I1 4(210X 297^/.|) A6 设濟部中央樣毕扃R工消費合作社印1ί _B6 _ 五、發明説明() 本發明係有闕於地錨。 對地錨的使用和構造的說明是可以在由大不列顛標準 協會所出版的“為發展DD81 : 1982 '之草案”中獲知。此 一草案亦含有建議之名詞術語。 —撞典型的地錨包含在地基内之管腔是盛滿Μ水泥漿 (稱之為管腔泥漿)。容纳於管腔内的是一錨筋,此錨筋的 遠距管腔開口终端的一端是结合於含有灌滿Μ樹脂或水泥 漿的波形導管的一錨囊内。此錨囊是結合於管腔水泥漿内 Μ及錨筋有一自由段大體上沒有黏箸於管腔水泥漿且係塗 有滑脂及被Μ覆套者。此覆套進入錨S内俥使在囊内结合 錨筋的一段是些許地較錨囊長度要短。在它的自由端此錨 筋是被牧容於一錨頭内,是壓靠箸此錨頭Μ及是鋇定地坻 靠它。 上文說明有關於含一單錨筋的地錨。但地錨亦知有含 若干錨筋结合於一伸長形態的單錨囊内者。錨筋的终端可 能在囊内Μ交錯關係配置以便能沿著*而分散Α荷》 雖然此一配置較僅含一單一筋的地錨可傳送一較大拉 力戾載,但由於這些錨筋必須要塗以滑脂,予以護覆並在 裂造工廠的條件下结合於囊内,而此猫随後要連送到要予 以堪入並穏定於此管腔内之場地*所以它的使用是有限制 的。能用在此一播造中的《長度也由於需耍能從裂造此囊 的工廠蓮送到要作安装的場地而受到限制。 —楢早期的發明提供本琪渡的地錨裝置Μ專利申請的 理由,較已知结搆它有下列諸優點。 (請先Μ讀背面之注意事項再填寫本頁) •裝- 訂· 衣紙張尺茂適用中國國家橒準(CNS)甲4规格X 297公兑) 3 31.9.25,000A7 B7 C7 D7 Ιί'Ι-iE VI. Patent Scope No. 81108712 Patent Scope Amendment Date of amendment: May 1982 1. A ground anchor contains a lumen in the foundation and is filled with M cement slurry (lumen Cement slurry), and a plurality of foundation anchors are accommodated in the lumen and extend from it, each anchor includes an anchor bar with a bonding section, the bonding section is bonded in a sac containing cement slurry, and the cement slurry If it is separated from the lumen cement slurry, M and the configuration have a free section, so there is little or no adhesion between the free section and the lumen cement slurry; and each of the anchors has an anchor The sacs are separated, and the sacs of the respective anchors are arranged in a staggered and spaced relationship along the lumen of the chopsticks and are stable in the lumen cement slurry. The characteristic is that the lumen has at least one anchor bar and at least part of the anchor bar is located adjacent The anchor capsule and its parallel are individually surrounding the M compression catheter. 2. The ground anchor according to item 1 of the patent application scope, wherein most of all the anchor bars are individually surrounding the compressive conduit. 3. The ground anchor according to item 1 or 2 of the patent application scope, in which the guide tube only extends longitudinally for a distance equal to a length of the adjacent anchor sac. 4. According to the ground anchor mentioned in item 1 or 2 of the patent application scope, the joint section of each anchor bar is deformed within its *. 5. According to the ground anchor described in item 1 or 2 of the patent application scope, each anchor bar contains one or more corrugated pipes containing cement slurry. 6. The ground anchor according to item 1 or 2 of the scope of the patent application includes an anchor head at the open end of the lumen, each anchor bar is housed in a paper ruler of the anchor head and is suitable for the middle unit Standard (CMS> Flat "4 specifications (210 X 297 mm) -11 — ---------------- rtl · ----- installed ------ order- ---- r · married f (please read the precautions on the back before filling in this page) Printed by 209265 Α7 Β7 C7 D7 at the Beigong Consumer Cooperative of the Central Standards Bureau of the Ministry of Economy The groundwork is related to the depression and locking at that place. 7. A method of manufacturing a foundation stabilization device, which includes forming a lumen in the foundation and placing multiple ground anchors in the lumen. Each ground anchor includes a joint The segment is combined with an anchor bar in a sac, the sac contains cement slurry, M and a free segment are configured so that it has little or no adhesion to the cement slurry surrounding the lumen, and each anchor has an anchor sac from other anchors The anchor sacs are separated, and M is arranged in a staggered relationship along the lumen. The anchor sacs of the respective anchors are positioned within the lumen, surrounding at least one anchor bar, M, and at least a portion thereof An individual piece of anti-pressure catheter was placed in a position adjacent to and parallel to the *, and then the lumen was filled with this lumen M to stabilize the anchor sac in it, and an anchor head was fitted on the anchor bar, individually Ground down each anchor bar, and lock the lowered anchor bar based on the anchor head. 8. According to a method for manufacturing foundation stabilization device as described in item 7 of the patent scope, it can be used as a An alternative method is that each anchor bar is surrounded by its catheter before being placed in the lumen. 9. A method of manufacturing a foundation stabilization device according to item 7 or 8 of the patent application, in which each anchor bar passes There is a separate hole in the anchor head. ---------------- I — l · ----- install ------ order ----- line 1 (please Read the precautions on the back first and then write this page) The Ministry of Economic Affairs Central Standards Bureau mourning work ^ cooperative printing 5 clothing table paper standards apply to China ’s 8 standards (CNS) A 4 cash (210 X 297 mm) 12 > It's application for Jiupu 11.2 call number m 一 — ^ 〆 (filled by the Bureau above) α 'Α4 C4 IX said #: 8443 Gas §2 Patent specification Yaocong.-, Weighed Ground anchor English GROUND ANCHORAGE HHV Name Barry Anthony Donald_Invention i-, 1 · ^ Tong Guan (national loan) British residence, residence Harrogate, United Kingdom Harro Pine Heights Name (name) British merchant * Keller Co., Ltd. 3 Interviewer Jiang-t (prisoner) British residence, residence (• 4 ·; scramble) 397-405 Gordon Road, London, United Kingdom Name of Representative of Huaiji Taike Guangpi Huai Hao · Kevin ( Please read "quotes on the back of the page" and then "the sheds on this page) I1 4 (210X 297 ^ /. |) A6 The Ministry of Economic Affairs printed on the central sample R Rong Consumer Cooperatives 1ί _B6 _ V. Description of invention () The present invention has a lack of ground anchors. A description of the use and construction of ground anchors can be found in "Draft for Development DD81: 1982" published by the British Standards Association. This draft also contains suggested terminology. —The typical lumen that hits the ground anchor contained in the foundation is filled with M cement slurry (called lumen slurry). Accommodated in the lumen is an anchor rib. The end of the anchor rib remote from the open end of the lumen is incorporated into an anchor sac containing a corrugated catheter filled with M resin or cement slurry. This anchor sac is incorporated into the lumen cement slurry and the anchor bar has a free section that is substantially free of sticking to the lumen cement slurry and is coated with grease and coated with M. This covering enters the anchor S so that the section of the anchor bar in the capsule is slightly shorter than the length of the anchor capsule. At its free end, the anchor bar is contained in an anchor head, which is pressed against the anchor head Μ and the barium is fixed against it. The above description relates to ground anchors with a single anchor bar. However, ground anchors are also known to contain a number of anchor bars combined in a single anchor sac in an elongated configuration. The ends of the anchor bars may be arranged in a staggered relationship in the capsule so that the load can be dispersed along *. Although this configuration can transmit a larger tensile load than a ground anchor containing only a single bar, because these anchor bars must be Grease is applied, covered and incorporated into the sac under the conditions of the cracking factory, and the cat is then sent to the site where it is to be entered and fixed in the lumen * so its use There are restrictions. The length that can be used in this planting is also limited due to the need to be able to send the lotus from the factory that cracked the capsule to the site to be installed. -The reason why the early invention provided Ben Qidu's ground anchor device M patent application has the following advantages over the known structure. (Please read the precautions on the back first and then fill out this page) • Binding-Ordering · Clothing paper ruler is applicable to China National Standard (CNS) A 4 specifications X 297 public exchange) 3 31.9.25,000 i'發明説明() 依據此一早期發明的一觀點,申諸人提供的地锚装置 包含一在地基内並盛滿以水泥晓(管腔泥漿)的管腔以及波 收容於管腔内並自其沛展的多豳地锚,每一此地錨包含有 結合於一·襄内的一段結合長度的錨筋,而這囊則含有自管 腔水泥漿分開的水泥漿以及配置有一段自由長度,因此在 自由長度和管腔水泥漿之間極少有甚至沒有黏著;以及其 中每一地錨有囊與其他地錨的囊是分開的,各値別地錨的 囊是以交錯分隔的關偽沿箸管腔配置並穩定在管腔水泥疲 内。 這一地錨裝置較上述相關技》有若干麽點。 首先•由於有多値値別的地錨在管腔内,因此如果這 些地錨之一有差錯時,這僅會減少以定量的負載能力而其 他地錨仍會承擔其全負載。而在此裝置内有多重錨筋係波 穩定於一共用之錨囊内而不會使任何一錨筋之解除結合造 成整個地錨之不適用。 其次是此地錨可以很方便地蓮送到場地,因為每一地 錨的錨囊是比較短,例如一至三米長,同時因而使得錨囊 和描筋的自由段長度可以很方丨Ϊ地運送到場地。 此一早期發明的其他性能和匮點可以從英國專利申請 案第2223518A號中建立。 現在,我們可以發現對上文所界定的結構的一種改良 Ο 由錨筋施行於一锚囊上的力贵是在;ig m m 裂_的方向中作用。此一向外的焊裂力s是由圍繞的管腔水 本紙張尺度適用中國國家·梯準(CNS ) A4現格(210X297公釐) .丨裝 訂------線 (請先閱讀背面之注意事項再填寫本頁) 4 A7 B7 五、發明説明() 泥漿和管腔壁的抗拒,而且通常是,如果僅有一犁一的描 霜呈現,則向題僅在於管腔的圔纟Γέ壁是否其木身為軟體或 可壓縮體。 不過*如果呈現有若干錨淚,但僅有最深一値锚骚是 放置在一個或多値郜近溢筋的附近内,亦即,如果有四個 錨囊被使用時最上面的三値作為相郯者而放置成平行的連 續一,二或三傾並圍繞錨筋。 因為這些錨筋偽為活動而被塗以滑脂,亦即並不與管 管腔水泥漿相結合,在抗拉煶烈力量上它們所代表箸最脆 弱的區域。如果,一如典型的一種情況,此錨筋是値別地 被覆蓋以一層或多層合成聚合物材料包覆箸至少那些接近 錨囊的錨筋部份時·那麼這一弱點將更為惡劣。 本發明的發表是為在複繩缆組合中克服此一減小對描 囊煺烈力量之阻力的問題。 本發明之一觀點中所提供之地描装置包含在地签内之 一管腔並盛滿以水泥漿(管腔水泥漿),以及多個地描被收 容於管腔内並自該處丨申展,毎一地描包含一有被结合一段 長度的锚筋·此一段是结合於含有與管腔水泥漿分隔的水 泥漿的一錨囊内*以及配置有一自由段 > 因此自由段和篮· 腔水泥漿之間有極少或沒有黏箸;以及其中每一地描有一 锚猱與其他地錨的描·典隔開•各値別地描的紮是沿箸管腔 以交錯分隔閟偽配1並穩定於管腔水泥漿内·其恃點在於 在管腔内至少有--fl描筋,至少在其該部份内此描筋是龙 (請先閱讀背面之注意事項再填寫本頁) -裝. 訂 •I —線 本紙張尺度適用中國國家梯準(CNS〉A4規格(210X 297公釐) 5 A6 B6 經濟部中央標準局R工消費合作社印製 五、發明説明() 近並平行於一錨囊放置者,是値別地圍缤Μ—抗壓導管。 最好是大多數或者所有這類錨筋是如此地予Μ圍繞。 此導管通常僅為相等於鄰近錨囊的一段長度縱向地伸 展。適當之抗壓導管可由例如鐵金屬或類似材料製成。 一如在早期的倡議中*為增強錨筋在一囊内的結合, 每一錨筋是適當地在《内使形變。如果錨筋為銷索時,那 麽最外邊的網絲可以不放置,並在主網絲上放置一圈套後 再放置。 囊將通常包括一値或多個含水泥漿的波形導管。 此地錨装置將包括一錨頭在管腔的開口一端,Μ及每 一錨筋將被收容於頭内之個別孔内並値別地予以壓縮並鎖 定於該處。 本發明亦提供一種裂造地錨裝置的方法,包含在地基 内形成一管腔《放置多個地錨於管腔内,每一地錨包含一 錨筋,錨筋有一结合段结合於一S内,囊則含水泥漿,以 及配置一有極少許或無黏著於管腔内圍繞之水泥漿之自由 段,每一地錨有一錨*自其他地錨之錨《分隔,沿著管腔 以交錯隔開的關係配置各個別地錨的錨*,定位一艏別抗 壓長度的導管於管腔内,圍繞著至少一個錨筋,以及至少 在位於鄰近並平行於《的部份内,以及隨後充填此管腔以 水泥漿Μ穏定其内之《,裝配錨頭在錨筋上*分開地壓縮 每一錨筋,以及Μ猫頭為準値別地鎖定該壓下之錨筋。 另一種可1S擇的組合方法*其中每一錨筋於放置之前 係圍換以其導管,間或以割切成所霈的長度,這些方法fe (請先閲讀背面之注意事項再項容本頁) 丨装· 訂· 丨線. 適用中a园家橒準(CNS)甲4规格(210 X 297公兑) _ 6 _ 81.9.25.000 A7 ______B7_ 五、發明説明() 包括於本發明之範圍内。 現在’本發明可以參考附圖而列舉筲例方式作詳細說 明,所附線圖中: 第1圖為具體表現本發明之通過地錨裝置之部份, 第2圖為第1圖裝置之詳細縱向部份,頭示一錨囊構 造; 第3圖為第2圖中直線B - B之部份; 第4圖為第1圖裝置之詳細縱向部份,顯示另一錨囊 構造:以及 第5圖為第4圖之直線A-A上之一部分。 現在參看第1圖,此地錨裝置包含一管腔10形成於地 基内,要就是垂直式,抑或其他所要之角度。 在管腔内者為四値分開的地錨,大致指示於11,1 2, 13和14處。毎一這些地錨分別包括一錨筋iia,12a,13a 和1 4a,這些錨筋簡單地包含七根綱絲繩,以一根主澠和 交根綱絲圍其捲撓,以及毎一地錨亦包含一锚囊分別指示 於1 5至18處。錨囊是縱向地分隔並位於管腔截面内之不同 半徑上。如此則粱1 5是極靠近管腔的底部.设1 6是從灌1 5 間隔分閒而朝向管腔的自由端19,以及撰17是從撰16隔開 ,以及囊18是從囊17隔開。 每一囊界定一含有大量水泥漿的導管,在其中结合一 段良度的錨筋U a等偽被穩定於内。因此如顯示於圖2内 者•筋結合一段S度1 6a,例如,是由第一波形塑膠 導管20所固1招,而此導管20又欣序地由自導啻20隔開之另 本紙張尺度適用中國國家標準(CNS ) A4現格(210X297公釐) 7 I------|坤衣------1T-----.^ -(請先閱讀背面之注意事項再填寫本頁) 經濟部中夬樣準局R工消費合作社印^ A6 B6 五、發明説明() 一波形塑料導管21所圍繞。塑料導管20内之空間指示於22 處者是充嫫以水泥或樹脂為基質的泥漿,以及導管20和21 之間的空間23亦是充填以相同的水泥漿。錨筋的結合段可 不Μ解開绳銳所顯示的方法來形變,但可Μ放置套圈在主 - 鏑絲並随後再形成索淇的方法來予Μ形變。 從第3圖可Μ看到在管腔10内的其他錨筋沿著栽16的 旁邊通過。 錨筋13a的自由段係塗以滑脂並覆蓋以塑料覆套24, Μ及一外部塑料覆套24a在24b處伸入g 16内的水泥漿22 , 如此即完全地保護著此錨筋。同樣地每一其他錨筋的自由 段是被塗以滑脂並覆套;為便於說明起見即不另作顯示。 在每一錨筋通過一囊在其上塗Μ滑脂並包缠的位置處 ,當容許錨筋作活動時,亦代表在抗拒由連接之錨施加於 每一囊之爆烈力量上的脆弱的縱向伸展區。依此而在圍繞 此一錨筋11a,12a和13a,鄰近於*17,16和18處提供有 -段金属管糸111a,112a和113a,軸向地抗拒壓縮,以便 能在圍燒每一錨囊區内保持煤烈強度。 一如顔示於第1圖内並更詳細地顯示於第2圖中者, 這些一段管糸111a,丨12a和113a可能僅伸展至霈要以保持 圍境每一錨S之煺烈強度之長度。 塑料覆套和滑脂,以及所囡繞的金屬管糸可防止或減 少錨筋的自由段和充《入管腔10内之大S水泥漿25之間的 鈷箸。此一管腔水泥漿搔定地錨11至U之錨囊16至18於管 腔10内,由於界定此S的波浪形狀的塑膠導管而使得管腔 (請先閲讀背面之注意事項再填寫本頁) 丨裝_ 訂- 衣纸iS:尺度適用中囷园家捻準(CNS)甲4规丨各(210 X 297 H之) 8 81.9.25.000 A7 B7 經猝郎令失味隼句員1.消斧<ia乍.tt,;ps. 五、發明説明( 水泥漿和錨茕之間摺得良好的鈷普… 因此,由於猓15至18是沿箸管腔10的長度交錯以及由 於錨筋的自由段和管腔水泥漿25之間大體上沒有钴箸,故 傳送於每一地描和地基之-間~的載是施行於—段固定長度 上魎過管腔水泥漿25而至地基。由於锚獎和其相閗連的固 定長度是沿著管腔10的長度而交錯*所以個別地錨的負載 是沿#管腔的長度而擴散,因此有極少的趨向謓地基因此 一多重地錨而超載。每一地錨將是以描頭為準而分開地壓 编(圖中未頴示)·並作與錨頭相P連的鎖定。 毎一地錨是在工廠狀況下生産*以及錨筋的结合長度 是在塑料導管或上文所述導管内之水泥漿之本身錨囊内予 以包覆。毎一錨筋之自由段是被塗以滑脂並覆套。由於此 等羈是大約一至三米長以及錨筋的自由段可適當地為輸送 目的而盤繞,然後此地錨即可很容易地被蝓送到場地。此 地瞄端視其在管腔10内最終位置而決定其以滴當的長度來 製造。 當到逹場地時,隨後此地錨是被堪入管腔内,因此· 此傜沿箸管腔長度而交錯.而以其他地描筋的自由段沿 箸襄之遴綠通過,如在第3圖和第5圖内所清晰顔示者。 然後管腔10是灌滿以水泥漿。當此一水泥砭凝固其在管腔 内穩定此囊時.能由此地錨装置所傅送之負載通過地描之 澳·之交錯間隔閟偽而沿箸管腔之良度而擴散。 )A4規格(210X 297公釐) --------..I裝-----^--^訂-----線 (請先閲讀背面之注意事項再填寫本瓦) A7 _____B7_ 五、發明説明() 錨頭(圖中未顯示)是配置在管腔的閗口,终端,並有相 等於地描數目的孔,每一描筋通過在描頭内分開之孔。隨 後此描筋是藉一千斤頂的裝置而個別地壓人,以及每一描 筋是藉夾茼的使用以錨頭為準而値別地固定。 第4圖顯示一略有不同的锚琛。在此狀況中偽顯示有 一段固定的長度14a,同時此段長度是由一單一的波形塑 料覆套26所圍繞,而覆套内則充填以樹脂或水泥基質的泥 漿27。毎一錨筋的自由段是塗以滑脂並装設單一的塑料覆 套(第4圖未作此顔示)。 措向I不能壓縮的一段金屬管糸,11 la,Π2a,在每 一狀況中自各自的錨囊伸展,以便在管腔的金長中圍繞此 錨筋。以上文所述的同一方法此一管条防護以對抗由毎一 囊所施行的煺烈力置。 . 可見者是本發明提供一種地描裝置,其中在地.基上的 負載是沿箸管腔孔的長度而交錯,並因此很少可能使地蕋 超載或穩定性有失誤。此外•此地基描組件是易於製造, 蓮送和安装。此外,如果其中之一地基錨穩定有失誤時, 由其餘地锚所承載的負菏將不會受到影遛。 (請先閱讀背面之注意事項再填寫本瓦) -裝. ,ιτ •I丨線 經濟郎中失樣隼馬員合咋.tt.fR 本紙伕尺度逋用t固國家標準(CNS ) A4说格(210X 297公釐) B5 四、中文發明摘要(發明之名稱: 地猫 本發明所提供的地錨裝置*包含其内容纳有多個地錨 (11至14)的一管腔(10),每一地錨包括一錨筋(1U至14a) ,錨筋的一端則被穩定在一錨囊(15至18)内。這些錨《是 沿著管腔Μ間距關係配置,環繞著每一錨筋,在靠近穩定 另一錨筋之錨囊的位置是放置了一段不可壓缩的導管Μ增 大該鄰近錨囊的爆裂強度。此錨筋係個別地被穩定在一共 用錨頭内。 英文發明摘要(發明之名稱: ...................................................¾...............................ίτ....... .......................^ 一^先聞讀背面之注意事項再填寫本頁各搁) 附-比:本案已向 英 囚(地區)申功專利.中功曰期: f玟·· 1991.10.30. 9122979.9 f 4(2lf)X 2(」7乂左) 2 78. 8. 3,000 κ'中請專利範園 Α7 Β7 C7 D7 經濟部中央櫺準局β工消费合作社印敦 1_一棰地錨包含一在地基內之管腔並充填以水泥漿(管 腔水泥漿),以及多値地基錨係收容於管腔内並自其 伸展,每一地錨包含一有結合段之錨筋,此結合段係 被結合於含水泥漿之囊內,而此水泥漿係自管腔水泥 漿分開者,Μ及配置有一自由段,因此在自由段和管 腔水泥漿之間僅有少許或甚至沒有鈷著;以及其中每 一地錨有一錨囊自其他地錨之錨囊分開,各自地錨之 囊係沿著管腔Μ交錯隔開關係配置並穩定於管腔水泥 漿内,其恃點在於;其中此管腔至少有一錨筋,至少 此錨筋之部分係位於鄰近錨囊並與之平行者,係個別 地圃鏡以抗壓導管。 2. 依據申請專利範围第1項所述之地錨,其中所有該錨 筋之大部分係艏別地園繞Μ抗壓導管。 3. 依據申請專利範圍第1或2項所述之地錨,其中此導 管僅縱向地伸展一段距離,此距離相等於鄰近錨囊之 一段長度。 4. 依據申請專利範圍第1或2項所述之地錨,其中每一 錨筋之結合段係在其囊内予Μ形變。 5. 依據申請專利範围第1或2項所述之地錨,其中每一 錨筋之錨囊含有一個或多傾内含水泥漿之波形導管。 6. 侬據申請專利範圍第1或2項所述之地錨,包括一錨 頭在管腔之開口終端*每一錨筋係被收容於錨頭之一 (請先閲讀背面之注意事哨再塡寫本頁) ,裝丨 I11 丨線. 本紙張尺適用中® «家標毕(CNS) r 4規洛(210 X 297公璉) 11 A7 B7 C7 D7 .__^——— .、申請專利範圍 値別孔内,且係傾別地作相關於該處之壓下並鎖定。 7. —種裂造地基穩定装置之方法,包含形成一管腔在地 基内,放置多値地錨於管腔内 > 每一地錨包含—有结 合段结合於一囊内之錨筋,囊内含水泥漿,以及配置 有一自由段俾使其對管腔内環绢之水泥漿有極少或無 黏著,每一地錨有一錨囊自其他地錨之錨囊分開,Μ 交錯隔開關係沿箸管腔配置此各自地錨之錨囊於管腔 內之位置,環撓箸至少一個錨筋》Μ及至少其部分内 放置有個別之一段抗壓導管於鄰近於一囊並與之平行 之位置,並隨後以水泥漿《滿此管腔Μ穩定該錨囊在 其内,裝配一錨頭於錨筋上,個別地壓下每一錨筋, 並値別地Μ錨頭爲準而鎖定此壓下之錨筋。 8. 依據申請專利範圍第7項所述之一棰裂造地基摄定裝 置之方法,其中作為一可供選擇之方法為每一錨筋係 在放置於管腔内之前Κ其導管围繞。 9. 依據申請專利範圍第7或8項所述之一種裂造地基搔 定装置之方法》其中每一錨筋通過錨頭内一個別孔。 (請先閲讀背面之注意事項再項寫本頁) •I. -1Τ. .線. 烴濟部中夹標準局R工消费合作社印« X 297公梦) 衣紙張从遴用中家樣準(CNS〉甲4現格(210 -12 - 417 /////i 'Description of the invention () According to a point of view of this early invention, the ground anchor device provided by the applicant includes a lumen in the foundation filled with cement (lumen mud) and waves contained in the lumen and The multi-ground anchors spread out from each other, and each anchor includes a length of anchoring rib that is combined in a xiang, and the sac contains a cement slurry separated from the lumen cement slurry and is configured with a free length Therefore, there is little or no adhesion between the free length and the lumen cement slurry; and the sacs of each ground anchor are separated from the sacs of the other ground anchors. It is arranged along the lumen lumen and stabilized within the lumen cement fatigue. This ground anchor device has several points compared with the above-mentioned related technologies. First, because of how many different anchors are in the lumen, if one of these anchors is in error, this will only reduce the load capacity by a certain amount while the other anchors will still bear their full load. In this device, there are multiple anchor ribs tied in a common anchor sac without making any one of the anchor ribs uncoupled to make the entire ground anchor unsuitable. Secondly, the ground anchor can be easily sent to the site, because the anchor sac of each ground anchor is relatively short, for example, one to three meters long, and thus the length of the free section of the anchor sac and the tracer can be easily transported to the site. site. Other properties and disadvantages of this early invention can be established from UK Patent Application No. 2223518A. Now, we can find an improvement to the structure defined above. The force exerted by the anchor bar on an anchor sac is expensive in the direction of the igm m crack. This outward welding crack force s is caused by the surrounding lumen water. The paper standard is applicable to China National Standard (CNS) A4 (210X297mm). Binding ------ Line (please read the back first (Notes to fill out this page) 4 A7 B7 V. Description of the invention () Mud and the wall of the lumen resistance, and usually, if only one plow and one frost is presented, the question is only the lumps of the lumen. Whether the wall is soft or compressible. However, if there are a few anchor tears, but only the deepest anchor is placed in the vicinity of one or more anchors, that is, if four anchor pockets are used, the top three anchors act as Those who are facing each other are placed in parallel continuous one, two or three tilts and surround the anchor bars. These anchor bars are coated with grease because they are pseudo-active, that is, they are not combined with the lumen cement slurry, and they represent the most vulnerable areas in the tensile strength. If, as in a typical case, the anchor bar is separately covered with one or more layers of synthetic polymer material covering at least those anchor bar parts close to the anchor bag, then this weakness will be worse. The present invention is published to overcome this problem of reducing the resistance to the violent force of the bladder in the combination of multiple cables. The geodesic device provided in one aspect of the present invention includes one lumen in the map and is filled with cement slurry (lumen cement slurry), and multiple geographs are contained in the lumen and from there 丨Shen Zhan, each depicting an anchor bar with a length that is combined. This section is integrated in an anchor sac containing cement slurry separated from the lumen cement slurry * and is configured with a free segment> Therefore, the free segment and There is little or no sticky mortar between the basket and cavity grout; and each of them is described with an anchor and other anchors are separated from each other by the code. • The differently described ties are staggered and separated along the luminal lumen. Forgery 1 and stable in the lumen cement slurry. The main point is that there is at least --fl trace in the lumen, at least in this part, the trace is a dragon (please read the precautions on the back before filling in This page)-Binding. Ordering • I — Line paper size is applicable to China National Standard (CNS> A4 size (210X 297 mm) 5 A6 B6 Printed by R Industrial and Consumer Cooperatives, Central Bureau of Standards, Ministry of Economic Affairs V. Description of invention () Placed close to and parallel to an anchor sac is a peri-compressive catheter. It is preferable that most or all of such anchor bars are so surrounded by M. This catheter usually extends only a length equal to the length of the adjacent anchor bladder. A suitable compression-resistant catheter may be made of, for example, iron metal or the like. As in the earlier proposal * to strengthen the bonding of the anchor bars in a sac, each anchor bar is properly deformed inside. If the anchor bar is a pin, the outermost mesh wire may not be placed, And place a loop on the main mesh before placing it. The bladder will usually include one or more corrugated catheters containing cement slurry. The local anchor device will include an anchor head at the open end of the lumen, M and each anchor bar will It is contained in individual holes in the head and compressed separately and locked there. The invention also provides a method for cracking a ground anchor device, which includes forming a lumen in the foundation and placing multiple ground anchors in the tube In the cavity, each ground anchor contains an anchor bar, and the anchor bar has a joint section combined in an S, and the capsule contains cement slurry, and a free section with a little or no cement slurry surrounding the lumen, each Anchor in one place The anchors of other ground anchors are separated, and the anchors of each ground anchor are arranged in a staggered relationship along the lumen. A catheter with a different compression length is positioned in the lumen, surrounding at least one anchor bar, and at least In the part that is located adjacent to and parallel to ", and then fill this lumen with cement slurry M", install the anchor head on the anchor bar * separately compress each anchor bar, and the cat head is Lock the depressed anchor bar quasi-specifically. Another optional combination method * where each anchor bar is replaced with its catheter before being placed, and sometimes cut to the length of the centipede, these methods fe (Please read the precautions on the back before describing this page) 丨 Installation · Ordering · 丨 Line. Applicable in a Yuanjia home standard (CNS) A 4 specifications (210 X 297 public exchange) _ 6 _ 81.9.25.000 A7 ______B7_ 5. Description of the invention () is included in the scope of the invention. Now, the present invention can be described in detail with reference to the accompanying drawings, and the attached line drawing: Figure 1 shows the part of the present invention through the ground anchor device, and Figure 2 shows the details of the device in Figure 1 The longitudinal part shows the structure of an anchor bag; Figure 3 is the part of line B-B in Figure 2; Figure 4 is the detailed longitudinal part of the device in Figure 1, showing another anchor bag structure: and Figure 5 is part of the line AA in Figure 4. Referring now to Figure 1, the ground anchoring device includes a lumen 10 formed in the foundation, either vertically or at other desired angles. In the lumen, there are four anchors separated by the ground, roughly indicated at 11, 12, 13, and 14. Each of these ground anchors includes an anchor bar iia, 12a, 13a, and 14a. These anchor bars simply contain seven wire ropes, which are wrapped around by a main wire and a cross wire, and each ground The anchor also includes an anchor pouch indicated at 15 to 18 respectively. The anchor capsules are longitudinally separated and located on different radii within the lumen section. In this case, the beam 15 is very close to the bottom of the lumen. Let 16 be spaced from the irrigation 15 to the free end 19 of the lumen, and the 17 is separated from the 16 and the 18 is separated from the 17 Separate. Each bladder defines a catheter containing a large amount of cement slurry, in which a good length of anchor bars U a and other pseudos are stabilized. Therefore, as shown in FIG. 2 • The tendon is combined with a section of S 16a, for example, it is fixed by a first wave plastic catheter 20, and this catheter 20 is separated by a self-guided 20 in order. The paper scale is applicable to the Chinese National Standard (CNS) A4 format (210X297mm) 7 I ------ | Kun Yi ------ 1T -----. ^-(Please read the notes on the back first Please fill in this page again.) Printed by the Rong Cong Consumer Cooperatives of the Ministry of Economic Affairs of China ^ A6 B6 V. Description of invention () A corrugated plastic tube 21 surrounds it. The space in the plastic pipe 20 indicates that the place 22 is filled with cement or resin-based mud, and the space 23 between the pipes 20 and 21 is also filled with the same cement slurry. The connecting section of the anchor bar can be deformed without the method shown by untwisting the rope sharp, but the ferrule can be placed on the main-dysprosium wire and then formed into a cable Qi method to deform. From FIG. 3, it can be seen that other anchor bars in the lumen 10 pass along the side of the plant 16. The free section of the anchor bar 13a is coated with grease and covered with a plastic sheath 24. The M and an external plastic sheath 24a extend into the cement slurry 22 in the g 16 at 24b, so that the anchor rod is completely protected. Similarly, the free section of each other anchor bar is coated with grease and covered; for ease of explanation, it is not shown separately. Where each anchor bar is coated with M grease and wrapped around it through a sac, when the anchor bar is allowed to move, it also represents a weak longitudinal direction that resists the explosive force exerted by the connected anchor on each sac Stretch zone. Accordingly, around this anchor bar 11a, 12a and 13a, adjacent to * 17, 16 and 18 are provided with a piece of metal pipe 糸 111a, 112a and 113a, axially resist compression, so that each can be burned in the surrounding Maintain strong coal strength in the area of the anchor bag. As shown in Figure 1 and shown in Figure 2 in more detail, these sections of tubes 111a, 12a, and 113a may only extend to the center to maintain the strong strength of each anchor S in the enclosure length. The plastic jacket and grease, as well as the wrapped metal pipe can prevent or reduce the cobalt dust between the free section of the anchor bar and the large S cement slurry 25 filled into the lumen 10. The lumen cement slurry anchors the anchor sacs 16 to 18 of the anchors 11 to U in the lumen 10, and the lumen is defined by the wave-shaped plastic catheter that defines this S (please read the precautions on the back before filling in this Page) 丨 Installation _ Order-Clothes and Paper iS: Standards apply to Zhongyuanyuanjiazhan (CNS) A 4 regulations 丨 Each (210 X 297 H) 8 81.9.25.000 A7 B7 Suddenly ordered to lose taste Falcon sentence 1 . 消 ax &ia;tt.; Ps. V. Description of the invention (Cobalt Pu with a good fold between the grout and the anchor ... Therefore, since the 15 to 18 are staggered along the length of the cavities 10 and because There is generally no cobalt dust between the free section of the anchor bar and the lumen cement slurry 25, so the load transmitted between each delineation and foundation is carried on the fixed length of the segment through the lumen cement slurry 25 and To the foundation. Since the fixed length of the anchor prize and its connection are staggered along the length of the lumen 10 *, the load of the individual anchor is diffused along the length of the #lumen, so there is very little tendency to the foundation. Multiple ground anchors are overloaded. Each ground anchor will be pressed separately according to the drawing head (not shown in the figure) · connected with the anchor head Locking. Each ground anchor is produced under factory conditions * and the bonding length of the anchor bars is covered in the plastic catheter or the anchor sac of the cement slurry in the catheter mentioned above. The free section of each anchor bar is It is coated with grease and covered. Because these restraints are about one to three meters long and the free section of the anchor bar can be properly coiled for transportation purposes, then the anchor can be easily sent to the site by the shovel. Depending on its final position in the lumen 10, it is determined to be manufactured with the length of a drop. When it reaches the site, the anchor is then stolen into the lumen, so the 邜 is staggered along the length of the lumen. The free section of the ribs described in other places passes along the green of the cemetery, as clearly shown in Figures 3 and 5. Then the lumen 10 is filled with cement slurry. When this cement stone solidifies its When stabilizing the sac in the lumen, the load that can be delivered by the anchor device spreads through the staggered interval of the ground drawing and spreads along the quality of the lumen.) A4 specification (210X 297 mm) -------- .. I installed ----- ^-^ order ----- line (please read the notes on the back before filling Write the tile) A7 _____B7_ V. Description of the invention () The anchor head (not shown in the figure) is arranged in the nodule and terminal of the lumen, and has a number of holes equal to the number of ground traces, and each trace bar is separated by the inside of the trace head The hole. Subsequently, the tracing ribs are pressed individually by means of a one-kilogram jack, and each tracing rib is fixed separately according to the anchor head by using the clamp. Figure 4 shows a slightly different anchor. In this case, a fixed length 14a is pseudo-displayed, and this length is surrounded by a single corrugated plastic sheath 26, which is filled with resin or cement-based slurry 27. The free section of each anchor bar is coated with grease and equipped with a single plastic cover (not shown in Figure 4). A section of metal tubing that cannot be compressed in direction I, 11 la, Π 2a, extends from the respective anchor sac in each condition so as to surround this anchor bar in the gold length of the lumen. In the same way as described above, this tube protects against the vigorous force imposed by each capsule. It can be seen that the present invention provides a geodesic device in which the load on the foundation is staggered along the length of the cavities lumens, and therefore it is rarely possible to overload or stabilise the earthworm. In addition • This foundation description component is easy to manufacture, send and install. In addition, if one of the foundation anchors fails to stabilize, the negative load carried by the remaining anchors will not be affected. (Please read the precautions on the back before filling in this tile)-installed., Ιτ • I 丨 line economy is out of shape, falcon and horsemen are together.tt.fR This paper is based on the national standard (CNS) A4. (210X 297mm) B5 4. Abstract of Chinese invention (name of invention: ground cat The ground anchor device provided by the present invention * includes a lumen (10) containing a plurality of ground anchors (11 to 14), Each ground anchor includes an anchor bar (1U to 14a), and one end of the anchor bar is stabilized in an anchor sac (15 to 18). These anchors are arranged along the lumen M spacing relationship, surrounding each anchor Reinforcement, a section of incompressible catheter M is placed near the anchor sac to stabilize another anchor rib to increase the burst strength of the adjacent anchor sac. This anchor rib is individually stabilized in a common anchor head. Abstract (name of invention: ................................................. ....... ¾ ......................... ίτ ....... ... .................... ^^^ Read the notes on the back first and then fill in the shelves on this page) Attached-by: This case has been applied to British prisoners (regions) Gong Patent. Middle Gong Yue Date: f Min. · 1991.10.30. 9122979.9 f 4 (2lf) X 2 ("7 乂 左) 2 78. 8. 3,000 κ 'middle-appropriate patent fan garden Α7 Β7 C7 D7 Central Bureau of Economics and Development βIndustry Cooperative Cooperative Indun 1_ A pile of ground anchors contains a lumen in the foundation and is filled with cement slurry (lumen cement slurry), and multi-value ground anchors are accommodated in the lumen and extend from it, each anchor includes a combination The anchor bar of the segment, this joint segment is combined in the bladder containing the cement slurry, and this cement slurry is separated from the lumen cement slurry, M and the configuration have a free segment, so only between the free segment and the lumen cement slurry There is little or no cobalt; and each of the ground anchors has an anchor sac separated from the anchor sacs of the other ground anchors. The sacs of the respective anchors are arranged along the lumen M in a staggered relationship and are stable in the lumen cement slurry The most important point is that the lumen has at least one anchor bar, and at least a part of the anchor bar is located adjacent to and parallel to the anchor sac. It is an individual garden mirror to resist pressure. 2. According to the patent application The ground anchor mentioned in item 1, wherein most of all the anchor bars are around Mie resistance Press the catheter. 3. According to the ground anchor described in item 1 or 2 of the patent application scope, in which the catheter only extends longitudinally for a distance equal to the length of a section of the adjacent anchor sac. 4. According to the patent application scope item 1 or 2. The ground anchor mentioned in item 2, wherein the connecting section of each anchor bar is deformed by M in its capsule. 5. According to the ground anchor mentioned in item 1 or 2 of the patent application scope, the anchor of each anchor bar The bladder contains one or more inclined corrugated catheters containing cement slurry. 6. The ground anchor mentioned in item 1 or 2 of the patent application scope includes an anchor head at the open end of the lumen. Each anchor bar is accommodated in one of the anchor heads (please read the cautions on the back first Write another page), install 丨 I11 丨 Line. This paper ruler is suitable for ® «Home Standard Bi (CNS) r 4 gauge Luo (210 X 297 Gonglian) 11 A7 B7 C7 D7 .__ ^ ———. 、 The scope of the patent application is in the separate hole, and it is depressing and locking related to the place. 7. A method for splitting the foundation stabilization device, which includes forming a lumen in the foundation and placing multiple anchors in the lumen. Each ground anchor includes an anchor bar with a bonding section combined in a sac, The sac contains cement slurry, and is configured with a free section so that it has little or no adhesion to the cement slurry of the lumen inner ring. Each anchor has an anchor sac separated from the anchor sac of other earth anchors, Μ staggered relationship Anchor sacs of the respective anchors are arranged along the lumen lumen in the lumen. At least one anchor bar of the ring sag is placed in at least a portion of the compression tube that is adjacent to and parallel to a sac Position, and then use the cement slurry to fill the lumen M to stabilize the anchor sac in it, assemble an anchor head on the anchor rib, press down each anchor rib individually, and refer to the anchor head separately Lock this depressed anchor bar. 8. According to one of the methods of claim 7 in the scope of patent application, a method for setting a foundation for cracking foundations, wherein as an alternative method, each anchor bar is surrounded by its catheter before being placed in the lumen. 9. According to a method for cracking foundation stabilization device described in item 7 or 8 of the patent application scope, wherein each anchor bar passes through a separate hole in the anchor head. (Please read the precautions on the back and then write this page) • I. -1Τ. 线. The Ministry of Hydrocarbon Economy China Bureau of Standards R Industrial and Consumer Cooperatives printed «X 297 Gongmeng) Clothing paper from the selection of home-made standard (CNS> A 4 present case (210 -12-417 /////
TW81108712A 1991-10-30 1992-11-02 TW209265B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9122979A GB2260999B (en) 1991-10-30 1991-10-30 Ground anchorage

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TW209265B true TW209265B (en) 1993-07-11

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JP (1) JPH05305900A (en)
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AU (1) AU655040B2 (en)
GB (1) GB2260999B (en)
TW (1) TW209265B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2340144B (en) * 1998-08-06 2000-06-28 Keller Ltd Ground anchorage
GB2356884B (en) * 1999-12-03 2001-11-07 Keller Ltd Slope stabilising means
CA2809429C (en) 2010-08-24 2017-01-24 Mark Ronald Sinclair System for anchoring a load
CN108825615A (en) * 2018-07-18 2018-11-16 中冶武汉冶金建筑研究院有限公司 A kind of seamless bellows anchoring piece

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2223518B (en) * 1988-08-25 1993-01-13 Gkn Colcrete Limited Ground anchorage

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AU1946192A (en) 1993-05-06
AU655040B2 (en) 1994-12-01
GB2260999B (en) 1995-04-26
GB2260999A (en) 1993-05-05
CN1041856C (en) 1999-01-27
CN1076235A (en) 1993-09-15
JPH05305900A (en) 1993-11-19
GB9122979D0 (en) 1991-12-18

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