TWI683941B - Stone cage fixing method - Google Patents
Stone cage fixing method Download PDFInfo
- Publication number
- TWI683941B TWI683941B TW107132348A TW107132348A TWI683941B TW I683941 B TWI683941 B TW I683941B TW 107132348 A TW107132348 A TW 107132348A TW 107132348 A TW107132348 A TW 107132348A TW I683941 B TWI683941 B TW I683941B
- Authority
- TW
- Taiwan
- Prior art keywords
- gabion
- steel rope
- slope
- skeleton
- empty
- Prior art date
Links
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
一種石籠固定工法,係適用於道路邊坡,可使石籠更加穩固,在天然災害中更能穩固周圍之土壤,以確保安全;其施工步驟包含:步驟一:依一空石籠之骨架下方位置的坡地上鑽孔且該空石籠周邊設有金屬網;步驟二:將該空石籠置於坡地上,使該空石籠之骨架約略對應於該鑽孔上方;步驟三:以一鋼繩跨越該骨架上;步驟四:將該鋼繩垂吊進入該鑽孔中;步驟五:以一混凝土由該鑽孔內灌漿,凝固後即固定該鋼繩於該鑽孔內與混凝土合為一體;步驟六:最後在該空石籠內填充一石材封裝,並與該坡地結合為一體的石籠工法;依據該工法,應用該鋼繩結合混凝土於坡地內,具有石籠與坡地結合的強化效果,以避免坡地崩落。 A gabion fixing method is suitable for road slopes, which can make the gabion more stable, and can stabilize the surrounding soil in natural disasters to ensure safety; its construction steps include: Step 1: under the skeleton of an empty gabion Drill holes on the sloped ground at the location and there is a metal mesh around the empty gabion; Step 2: Place the empty gabion on the sloped ground so that the skeleton of the empty gabion corresponds approximately to the top of the borehole; Step 3: Take one The steel rope crosses over the skeleton; Step 4: Hang the steel rope into the borehole; Step 5: Use a concrete grouting from the borehole, after solidification, fix the steel rope in the borehole to join the concrete Step 6: Finally, fill the empty gabion with a stone encapsulation and combine it with the slope to form an integrated gabion construction method; according to the construction method, apply the steel rope to the concrete in the slope, with the stone cage and slope combination Strengthening effect to avoid slope collapse.
Description
本發明係指一種石籠固定工法,特別是一種用於強化石籠穩固性之工法。 The invention refers to a method for fixing a gabion, especially a method for strengthening the stability of the gabion.
按一般石籠僅以併排方式放置排列堆疊於山坡或可能山崩位置,形成一平整或階梯狀護坡堤,以穩固定位在山坡的坡壁上,俾阻擋山崩土石坍塌。 According to the general stone cages, they are only placed side by side and stacked on the hillside or possible landslide to form a flat or stepped slope embankment, which is fixed on the slope wall of the hillside to prevent the landslide from collapsing.
依前述的併排石籠並無任何抓地力,往往無法承受山崩的強大推力,使石籠隨著山崩的土堆一起滑落,而每毀損一次都要重新修復,人力及成本耗損大,且施工費時,更危及人身安全。 The aforementioned side-by-side gabions do not have any grip, and often cannot withstand the strong thrust of the landslide, so that the gabion slips along with the landslide mounds, and each time it is damaged, it needs to be repaired. The labor and cost are large, and the construction is time-consuming , More dangerous to personal safety.
有鑑於此,本發明乃針對習知技術之缺點而加以改良,經多年從事於土木工程之經驗,於是創作出本發明。 In view of this, the present invention is to improve the shortcomings of the conventional technology. After years of experience in civil engineering, the present invention was created.
本發明之目的在於,係提出一種強化石籠穩固定位之工法,以解決一般石籠因抓地力不足而容易隨土石滑落之問題。 The purpose of the present invention is to propose a method of strengthening the stable position of the gabion to solve the problem that the general gabion is easy to fall with the earth and stone due to insufficient grip.
本發明之石籠固定工法,包括以下步驟:步驟一:依一空石籠之骨架下方位置的坡地上鑽孔且該空石籠周邊設有金屬網;步驟二:將該空石籠置於坡地上,使該空石籠之骨架約略對應於該鑽孔上方;步驟三: 以一鋼繩跨越該骨架上;步驟四:將該鋼繩垂吊進入該鑽孔中;步驟五:以一混凝土由該鑽孔內灌漿,凝固後即固定該鋼繩於該鑽孔內與混凝土合為一體;步驟六:最後在該空石籠內填充一石材封裝,並與該坡地結合為一體的石籠工法;依據前述工法,應用該鋼繩結合混凝土將該石籠固定於坡地上,具有強化坡地效果,降低山坡崩塌危險。 The gabion fixation method of the present invention includes the following steps: Step 1: Drill holes on the slope below the skeleton of an empty gabion and a metal mesh around the empty gabion; Step 2: Place the empty gabion on the slope Up, so that the skeleton of the empty gabion roughly corresponds to the top of the borehole; step three: A steel rope spans the skeleton; Step 4: Hang the steel rope into the borehole; Step 5: Use a concrete grouting from the borehole, and fix the steel rope in the borehole after solidification Concrete is integrated; Step 6: Finally, fill the empty gabion with a stone encapsulation and integrate it with the slope; the gabion construction method is integrated with the slope; according to the aforementioned construction method, the steel cage is combined with the concrete to fix the gabion to the slope , Has the effect of strengthening slopes, reducing the risk of hillside collapse.
在某些實施例中,該坡地鑽孔的數量,可對應該鋼繩跨置在該石籠的骨架上的任一位置,使該石籠依據體積大小作鑽孔與鋼繩的增減對應,且依前述工法固定。 In some embodiments, the number of boreholes on the slope may correspond to any position of the steel rope spanning on the skeleton of the gabion, so that the gabion is drilled according to the volume and corresponds to the increase or decrease of the steel rope , And fixed in accordance with the aforementioned construction method.
在某些實施例中,該鋼繩可為一鋼索。 In some embodiments, the steel rope may be a steel cable.
在某些實施例中,該鋼繩不僅能固定在該石籠之底部的骨架上,還能固定在遠離底部的上方骨架上,使該鋼繩距離該鑽孔呈懸空狀態,以提升固定效果。 In some embodiments, the steel rope can be fixed not only on the skeleton at the bottom of the gabion, but also on the upper skeleton away from the bottom, so that the steel rope is suspended from the drill hole to improve the fixing effect .
1‧‧‧鑽孔 1‧‧‧Drilling
2‧‧‧空石籠 2‧‧‧Empty gabion
21‧‧‧金屬網 21‧‧‧Metal mesh
22‧‧‧石材 22‧‧‧Stone
23‧‧‧骨架 23‧‧‧skeleton
23、23a、23b‧‧‧骨架 23, 23a, 23b ‧‧‧ skeleton
3‧‧‧鋼繩 3‧‧‧Steel rope
4‧‧‧混凝土 4‧‧‧Concrete
第1圖係本發明實施工法之步驟流程圖。 Figure 1 is a flow chart of the steps of the present invention.
第2圖係本發明應用鋼繩跨置狀態前示意圖。 Figure 2 is a schematic diagram of the present invention before the steel rope is straddled.
第3圖係本發明之石籠骨架與鋼繩固定狀態示意圖。 Fig. 3 is a schematic diagram of the state of fixing the gabion skeleton and the steel rope of the present invention.
第4圖係本發明灌將前示意圖。 FIG. 4 is a schematic diagram of the present invention before the application.
第5圖係本發明灌漿後示意圖。 Figure 5 is a schematic diagram of the invention after grouting.
為使貴 審查委員能對本發明之寄述內容更進一步之了
解,茲列舉以下較佳之實施例並配合圖式說明如下:請參閱第1~5圖所示,其所使用元件係包含:應用鑽孔工具(一般習知土木工程用機械器具圖未示)於坡地上鑽孔1、一空石籠2、石材22、一鋼繩3、一混凝土4,其中,該石籠2周圍為繞固定有一金屬網21,以限制容納石材22於石籠2內不會脫出。
In order for your reviewing committee to go further to the content of the present invention
Solution, here are the following preferred embodiments and explanations in conjunction with the drawings as follows: Please refer to Figures 1~5, the components used include: application of drilling tools (generally known as civil engineering machinery and equipment not shown) Drilling holes on the
依據本發明所要達成之效果,其工法如下:步驟一:依一空石籠2之骨架23下方位置的坡地上鑽孔1;步驟二:將該空石籠2置於坡地上,使該空石籠2之骨架23約略對應於該鑽孔1上方;步驟三:以一鋼繩3跨越該骨架23上;步驟四:將該鋼繩3垂吊進入該鑽孔1中;步驟五:以一混凝土4由該鑽孔1內灌漿,凝固後即固定該鋼繩3於該鑽孔1內與混凝土4合為一體;步驟六:最後在該空石籠2內填充一石材22封裝,並與該坡地結合為一體的石籠工法;依據前述工法,應用該鋼繩3結合混凝土4將該裝填有石材22之石籠2固定於坡地上,具有強化坡地效果,降低山坡崩塌危險。
According to the effect to be achieved by the present invention, the construction method is as follows: Step 1: Drill
在某些實施例中,該坡地鑽孔1的數量,可對應該鋼繩3跨置在該石籠2的骨架23上的任一位置,使該石籠2依據體積大小作鑽孔1與鋼繩3的增減對應,且依前述工法固定。
In some embodiments, the number of the
在某些實施例中,該鋼繩3可為一鋼索。
In some embodiments, the
在某些實施例中,請參閱第3圖,該鋼繩3不僅能固定在該石籠2之底部的骨架23a上,還能固定在遠離底部的上方骨架23b上,使該鋼繩3距離該鑽孔1呈懸空狀態,以提升固定效果。
In some embodiments, please refer to FIG. 3, the
綜上所揭,僅為本發明所提供之較佳實施例而已,並非用以限制本發明之實施範圍,凡本技術領域內之相關技藝者根據本發明所為之均等變化,皆應屬本發明所涵蓋之保護範圍。 In summary, the disclosure is only the preferred embodiments provided by the present invention, and is not intended to limit the scope of the implementation of the present invention. Any equivalent changes by those skilled in the art according to the present invention should belong to the present invention. The scope of protection covered.
步驟一~步驟六
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW107132348A TWI683941B (en) | 2018-09-12 | 2018-09-12 | Stone cage fixing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW107132348A TWI683941B (en) | 2018-09-12 | 2018-09-12 | Stone cage fixing method |
Publications (2)
Publication Number | Publication Date |
---|---|
TWI683941B true TWI683941B (en) | 2020-02-01 |
TW202010903A TW202010903A (en) | 2020-03-16 |
Family
ID=70413230
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW107132348A TWI683941B (en) | 2018-09-12 | 2018-09-12 | Stone cage fixing method |
Country Status (1)
Country | Link |
---|---|
TW (1) | TWI683941B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115091623A (en) * | 2022-06-28 | 2022-09-23 | 浙江交投嵊兴矿业有限公司 | Prevent building stones perforating device of basalt material fracture |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100575617C (en) * | 2006-07-28 | 2009-12-30 | 黎彪钦 | Soil and water conservation method |
CN104947628A (en) * | 2015-05-14 | 2015-09-30 | 赵宏祥 | Ecological engineering method based on gabion fixed bags with lugs |
-
2018
- 2018-09-12 TW TW107132348A patent/TWI683941B/en active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100575617C (en) * | 2006-07-28 | 2009-12-30 | 黎彪钦 | Soil and water conservation method |
CN104947628A (en) * | 2015-05-14 | 2015-09-30 | 赵宏祥 | Ecological engineering method based on gabion fixed bags with lugs |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115091623A (en) * | 2022-06-28 | 2022-09-23 | 浙江交投嵊兴矿业有限公司 | Prevent building stones perforating device of basalt material fracture |
Also Published As
Publication number | Publication date |
---|---|
TW202010903A (en) | 2020-03-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108035361A (en) | A kind of advanced support supporting construction and its construction method | |
CN203334300U (en) | Root pile supporting structure | |
CN104196014A (en) | Combined rock-embedded anchor cable slide-resistant pile where round steel is implanted and construction method thereof | |
CN105421445A (en) | Construction method for non-prestressed centrifugal high-strength concrete pile planted pile | |
CN107642041A (en) | The hollow clump of piles anchorage of super-large diameter | |
CN105155602A (en) | Multi-support foundation strengthening comprehensive controlling method | |
CN108343068A (en) | Composite soil nailing wall and pile-anchor retaining composite supporting construction and construction method | |
CN108385715A (en) | A kind of assembled stake arch combination retaining wall and its construction method | |
CN207278276U (en) | Cross the shallow-depth-excavation tunnel supporting construction of ground fissure crushed zone | |
CN205576896U (en) | That can effectively reduce engineering cost takes steel reinforcement cage construction hole stake | |
TWI683941B (en) | Stone cage fixing method | |
CN107642040A (en) | The construction method heavy stone used as an anchor of the hollow clump of piles anchorage of super-large diameter | |
CN105019431B (en) | Crush and complete alternate steep dip stratified rock masses Large Diameter Super-long Bored Piles construction method | |
CN212077981U (en) | Combined slope supporting structure | |
CN103321214A (en) | Cast-in-place pile later slip casting construction method | |
CN206635768U (en) | Composite soil nailing wall and pile-anchor retaining composite supporting construction | |
CN107288147A (en) | Rock foundation pole and tower foundation construction method | |
CN207109842U (en) | A kind of rock foundation pole and tower foundation structure | |
CN111350200A (en) | Boot-shaped root anchor anti-slide pile and construction method thereof | |
JP2010522289A (en) | Rock blasting method for constructing foundation of transmission tower | |
CN203977433U (en) | Soft Deep Foundation Pit engineering composite supporting construction | |
CN204080792U (en) | A kind of embedding rock Anchor anti-slide piles of combined type implanting round steel | |
CN205712144U (en) | A kind of karst talus anchor pole reinforcement retaining structure | |
CN212129177U (en) | Boot-shaped root anchor anti-slide pile | |
CN107386272A (en) | A kind of cast-in-place screw rod uplift pile and its construction method suitable for soft foundation |