1285258 九、發明說明： 【發明所屬之技術領域】 t本發嗎與土拉顧之加勁格網結構錢，更詳而言之，乃特 ^種於加雜網之網線經向或緯向内設有測試線或測試晶片，可供1285258 IX. Description of the invention: [Technical field to which the invention belongs] t. The hair of the hair and the strength of the grid of the sturdy grid. In more detail, it is specially used in the warp or weft direction of the cable. Test leads or test wafers are available
於土木工程施工巾、後，於土層表面轉破壞性檢測之方式，測量ς 加勁格網長度、變形應力之結構。 X 【先前技術】After the civil engineering construction towel, the surface of the soil layer is destructively tested, and the structure of the length of the ς stiffening grid and the deformation stress are measured. X [Prior Art]
第圖所示’客用技術中土木工程用之力口勁格網⑴主要係以高 強度纖維束⑵作為緯線與經線，並於纖維束⑵外塗佈包覆有;;膠層 ⑶，待膠層⑶固化後可形成高強力之加勁格網⑴，而加勁格網〇曰) 之主要用途係包含錢以加麵定或構築邊坡擋土牆、路堤或路基加 m常見的如第二圖所示之—種回包讀土牆結構，其係將加勁 才肩⑴-端埋設於土層之下方，並使邊坡之—端外露於該土層外，再 將該外露加勁格網之—端回捲包覆於土層上方，再以相同之方式依序 逐層鋪設多層之加勁格網⑴與土層，即可形成—擔土牆結構，而由於 土層之邊坡部份皆以加勁格網⑴回捲包覆，且土層本身之重量可作為 固定加勁格網⑴之力量，俾以使耻牆具有相#穩定之結構；… 而由於加勁格網（1)固定之力量係來自於加勁格網⑴上方土層的 重量目此擋土牆所能承受的力量大小，即取決於加勁格網⑴埋設於 土 ^下方之長度’因此，施卫時必需要求加勁格網⑴鋪設之長度是否 確實合乎施規格與要求，且加勁格網⑴㈣受力後之應力與應變必 須小於設計要求； 曰然而，由於加勁格網（丨）本身係由纖維束〇與膠質材料所構成， 土玲元成堆疊後，即無法從土層外得知内部埋設之力口勁格網（1)長 度，造成施卫規格之檢測與驗收具有相#之_，同時由於加勁格網 ⑴係柔，材料且埋置於土層中，長時間使職，加勁格網⑴會受到 土，重量、含水量變化或土石位移等因素而產生受力變化，而加勁格 網（1)受力大小以現行量測方式亦有精度及執行上之困難。 5 1285258 【發明内容】 發明所欲解決之技術問題： i用加勁格網主要係以南強度纖維束與膠質材料所構成， 格網埋設於土層内後，並無法針對土層中的加;格: 柔性材料缝置於土种，材料受力A小無法以現行量測方^ 發明解決問題之技術手段·· 監測 其主要包含有： ，該纖維束外塗 該纖維束外塗 俾以形成一網In the figure, the force grid (1) used in civil engineering for civil engineering is mainly composed of high-strength fiber bundles (2) as weft and warp threads, and coated on the outside of fiber bundles (2); glue layer (3), After the rubber layer (3) is solidified, a high-strength stiffening grid (1) can be formed, and the main use of the stiffening grid is to include money to add or construct a slope retaining wall, embankment or subgrade plus m. In the second picture, the back-filled reading wall structure is to be reinforced by the shoulder (1)-end buried under the soil layer, and the end of the slope is exposed outside the soil layer, and then the exposed stiffener is exposed. The net-end rewinding is wrapped over the soil layer, and then the multi-layered stiffening grid (1) and the soil layer are layer by layer in the same manner, and the soil wall structure can be formed, and the slope of the soil layer is formed. The parts are wrapped by a stiffening grid (1), and the weight of the soil layer itself can be used as the force of the fixed stiffening grid (1), so that the shame wall has a stable structure;... and the stiffening grid (1) is fixed The power is derived from the weight of the soil layer above the stiffening grid (1). Depending on the length of the stiffening grid (1) buried under the soil ^, therefore, it is necessary to ensure that the length of the laying grid (1) is indeed in accordance with the specifications and requirements, and the stress and strain after the force of the stiffening grid (1) (4) must be less than the design requirements. However, since the stiffening grid (丨) itself is composed of fiber bundles and colloidal materials, after the soil Lingyuan is stacked, it is impossible to know the length of the internal embedding of the mesh (1) from the outside of the soil layer. , resulting in the detection and acceptance of the specifications of the defensive specifications, and because the stiffening grid (1) is soft, the material is buried in the soil layer, for a long time, the stiffening grid (1) will be affected by soil, weight, water content Changes in force or earth-rock displacement and other factors produce force changes, and the strength of the stiffening grid (1) is also accurate and difficult to implement in the current measurement method. 5 1285258 SUMMARY OF INVENTION Technical problems to be solved by the invention: i The stiffening grid is mainly composed of south strength fiber bundles and colloidal materials. After the grid is buried in the soil layer, it cannot be added to the soil layer; Grid: The flexible material is placed in the soil, and the material is weak. A small force cannot be measured by the current measurement method. The technical means of solving the problem are as follows: The monitoring mainly includes: the outer bundle of the fiber bundle is coated with the fiber bundle to form One net
一種加勁格網之長度及材料應力應變之測量結構， 至少-經線，該經線内設有至少一高強度纖維束 佈包覆有一膠層； 至少-緯線，該緯線内設有至少一高強度纖維束 佈包覆有-闕，·且各緯線與經線 格狀之加勁格網； 其特徵在於.·該加勁格網其中至少—股纖維束間設有— Γΐ如 使㈣破壞性檢測之方式，測量^ _並推估該a measuring structure of a length of a stiffening grid and a stress and strain of a material, at least a warp yarn, wherein at least one high-strength fiber bundle cloth is coated with a rubber layer; at least a weft thread having at least one height in the weft thread The strength fiber bundle cloth is covered with a 阙,·, and a warp-shaped stiffening grid; wherein the stiffening grid is provided at least between the strands of the strands—for example, (4) destructive testing Way, measure ^ _ and estimate the
加劲格、·周之長度及材料應力應變。 X 發明對照先前技術之功效： 曰片力格網内加人—測試線或測試晶片，該測試線或測試 之不万紐I手 與設計要求，而不會因為加勁格網長度 生危險。 續超出設計需求，造成結構_不足，而產 再者， 一檢測器， s亥測試線係自該加祕網内延伸設有-測試端，俾以外接 該測試端更可外伸突露於土層之外，以方便活動測量加勁 1285258 格網之長度及材料應力應變。 _且該職線可為金料線所構成，當結獅受產生帅而導致加 =各網拉伸變形時，該測試線亦隨之產生拉伸變形，而藉由一電阻測 量器之檢測器，可得知加祕網之㈣變形量，俾以監測結構體之滑 動變形狀態。 【實施方式】 如第二圖圖面所示，本發明一種加勁格網測量方法及裝置，其主 要包含有： 、 一加勁格網⑽，該加勁格網⑽包含有至少一經線⑻，該經 線⑴）内設有至少-高強度纖維束（111)，該纖維束（111)外塗佈包覆 有-膠層（112)，該膠層（112)係為-種聚合物膠f，例如聚氣乙稀膠 等材質所製成；至少-緯線⑽，該緯線⑽内設有至少—高強度纖 、准束（121) , 5亥纖維束（121)外塗佈包覆有一膠層（122)，該膠層（122) 係為-種聚合物膠質，例如乙烯膠等材制製成；且各經線⑽ 與緯線（12)間係交抛直相接，俾以形成—網格狀之加勁格網（1〇); 一測試裝置（20)，該測試裝置（20)係於加勁格網（1〇)内至少一股 纖維束（111)(121)間設有-可檢測長度之測試線⑵），制試線(21) 係沿該加祕網（1G)之經線⑼或緯線（⑵方向伸展；且該測試線⑵） 係為-金屬材質所製成，該測試線⑵）之長度係與加勁格網⑽長度 相同； 一測量裝置（30),該測量裝置（30)係為至少一透地雷達（31)，該 透地雷達(31)係為—種雷達波物質密度變化感測器，俾可自土層表面 檢測埋設於土層内之測試線（21)之長度； 明參閱第四圖圖面所示，係係為本發明加勁格網測量方法之步驟 流程圖，其主要係包含下列步驟： A·於埋設於土層内之加勁格網⑽結構設有可感測之測試裝置⑽）； B.以一測量裝置（3〇)於土層表面以非破壞性檢測方式測量該測試裝置 7 1285258 (20)之位置； C. 記錄該測試裝置⑽德置，計算出土層内之加祕網⑽長度； D. 藉由加祕網⑽所產生的長度變化，計算出加勁格網⑽材料所 受之應力應變大小。 如第五圖圖面所示，本發明於加勁格網（1〇)内加入一金屬材質所 製成之測試線（21)，該測試線（21)之長度係與加勁格網（1〇)長度相 同，而金屬所製成之材質可供該透地雷達（31)於土層外以非破壞性檢 測之方式進行測量，而進一步得出土層中的加勁格網（1〇)長度，可確 保加勁格網（10)埋設長度是否合乎施工規格與要求，而不會因為加勁 格網（10)長度之不足，造成結構體的強度不足而產生危險； 由於該測試線(21)係為金屬線所構成，當擋土牆結構體受下雨或 地震等因素，產生位移而導致加勁格網（1〇)拉伸變形時，該測試線（21) 亦會隨之產生拉伸變形，藉由該測量裝置（3〇)之檢測，可得知加勁格 網（10)之拉伸變形量，並進而檢知材料應力應變大小，俾以監測擋土 牆結構體之滑動變形狀態，並於擋土牆產生危險疑慮時，預先發出警 告； ° 再者，請參閱第六圖圖面所示，其係為本發明之另一實施例，其 主要包含有： 至少一加勁格網（40)，該加勁格網（4〇)係由至少一經線（41)及至 少一緯線（42)相互接合以形成一網格狀之加勁格網（4〇);且該加勁格 網（40)係包含有一加勁材固著段(43)及一加勁材擋止段(44); 一測試裝置（50)，其係於該加勁材固著段(43)内設有一可檢測長 度之測试線(51) ’該測試線(51)係為一金屬導線，且該測試線(51)係 自該加勁格網（40)内延伸設有一測試端（52); 一測量裝置（60)，該測量裝置（60)包含至少一檢測器（61),該檢 測器（61)係為一電阻測量器，且該檢測器（61)係可活動連接於該測試 1285258 端（52)處； 當该電阻測量器之檢測器（61)連接於該測試端（52)時，可測得該 測試線（51)之電阻值大小，由於金屬導線之電阻值係為（電阻係數乘以 長度）除以截面積，因此，藉由電阻值之測量，即可計算出埋設之加 材固著段(43)長度； 由於該測試線(51)係為金屬導線所構成，當擋土牆結構體受下雨 或地震等因素，產生位移而導致加勁格網（30)拉伸變形時，該測試線 (51)亦會隨之產生拉伸變形，導致電阻值之改變，因此，藉由該電阻 測量器之檢測器（61)檢測，可得知加勁格網（30)之拉伸變形量，俾以 監測擋土牆結構體之滑動變形狀態，進而檢知材料應力應變大小，並 於擋土牆產生危險疑慮時，預先發出警告； 且δ亥測试線（51)亦可為一光纖導線，而該檢測器（Μ)亦對應為一 光纖訊號檢測器；藉由光纖之檢測訊號傳輸時間，可輕易計算出測試 線（51)之長度’進而得知該加勁格網（4〇)之長度； 再者，如第七圖圖面所示，其係為本發明的再一實施例，該測試 裝置（70)係可為一測試晶片組（71),該測試晶片組（72)至少包含一測 試晶片（Transponder)(72)，且該被動測試晶片（72)，係等間距安裝於 加勁格網（40’）之網體上，並可與加勁格網（4〇’）一同埋設於土層内部； 其中’该測量裝置（80)係為一讀取機（Activity)(81)，且該被動 測試晶片（72)與讀取機(81)間係以無線傳輸連結者，該無線傳輸連結 係為一種無線傳輸技術，特別是指一種無線射頻識別（RFID)感應傳輸 者； 一 如第八A圖所示，當本發明進行加勁格網（4〇)之長度測量動作時， 係先由該讀取機（81)發出特定頻率之無線電訊號（如第八a圖圖面所 示）’以激發被動測試晶片（72)内部晶片中的程式，並驅動該被動測試 曰曰片（72)將内存的程式資料與記錄，以無線電訊號傳送回讀取機（μ) (如第八B圖圖面所示）； 1285258 由 機(81)與被動測試晶片（72)間係以無線射頻傳輸連 i百筆資料，&如=輪距離’且被動測試晶片（72)内之晶片可供存取 , - ° 圖圖面所不，可於同一加勁格網（40，）上以相同之 曰W W :雜網（4G )之經線⑷’）及緯線(42，）上設置多組之被動測試 = 並縣針對不同組之加勁格網⑽，）之被動測試晶片（72)輸 哉別碼，藉由識別碼之不同可輕易判斷出係為何組加勁格 、被動測。式晶片（72)之資料’再者，藉由各組測量晶片（72)間距 '貝 f以磧取機（8丨）將回傳測量及監控資料儲存、讀取及整理等工 作可木構出結構體内部完整之模型資料，並針對結構體内各點之受 力位移狀況作出更完整的判斷，以了解每一加勁格網（40，）之經線(4Γ) 及緯線(42’)材料應力應變大小； 雖然本案是以數個最佳實施例做說明，但精於此技藝者能在不脫 離本案精神與範疇下做各種不同形式的改變。以上所舉實施僅用以說 明本案而已，非用以限制本案之範圍。舉凡不違本案精神所從事的種 種修改或變化，俱屬本案申請專利範圍。 1285258 【圖式簡單說明】 第-圖係習用加勁袼網之結構示。 第二圖係習用加勁袼網之施工狀態示意圖。 第三圖係本發明力，袼網之結構示意圖。 第四圖係本發明加·網測量方法之步驟流程圖。 第五圖係本發明加勁格網之檢測狀態示意圖。 第六圖係本發明加勁格網第二實施例之結構示意圖。 第七圖係本發明加勁格網第三實施例之結構示意圖。 第八A圖係本發明第三實施例之檢測狀態示意圖（一）。 第八B圖係本發明第三實施例之檢測狀態示意圖（二）。 第九圖係本發明加勁格網應用於多組之檢測狀態示意圖。 【主要元件符號說明】 加勁格網（10) 緯線(42)(42’） 經線（11) 加勁材固著段(43)(439 纖維束（111) 加勁材擋止段（44)(44，） 膠層（112) 測試裝置（50) 緯線（12) 測試線(51) 纖維束（121) 測試端（52) 膠層（122) 測量裝置（60) 測試裝置（20) 檢測器（61) 測試線(21) 測試裝置（70) 測量裝置（30) 測試晶片組（71) 透地雷達(31) 被動測試晶片（72) 加勁格網（40)(40，） 測量裝置（80) 經線(41Χ4Γ) 讀取機(81)The strength of the stiffener, the length of the week and the stress and strain of the material. The effect of the X invention against the prior art: the addition of a tester or test wafer to the test panel, the test line or the test of the hand and the design requirements, without the danger of the length of the stiffening grid. Continued beyond the design requirements, resulting in structural _ insufficiency, and the production, a detector, shai test line from the extension of the secret network extended with - test end, 俾 external test end can be extended Outside the soil layer, the length of the 1285258 grid and the stress and strain of the material are measured by the convenience of the activity. _ and the line can be composed of gold wire. When the lion is subjected to handsomeness and the deformation of each net is deformed, the test line is also subjected to tensile deformation, and is detected by a resistance measuring device. The device can know the amount of deformation of the secret network (4), and monitor the sliding deformation state of the structure. [Embodiment] As shown in the second drawing, a method and apparatus for measuring a stiffening grid of the present invention mainly comprises: a stiffening grid (10), the stiffening grid (10) comprising at least one warp (8), the warp The wire (1)) is provided with at least a high-strength fiber bundle (111), and the fiber bundle (111) is coated with a rubber layer (112), and the rubber layer (112) is a polymer glue f. For example, a material such as a polyethylene rubber; at least a weft (10), the weft (10) is provided with at least a high-strength fiber, a quasi-beam (121), and a 5 fiber bundle (121) is coated with a rubber layer. (122), the adhesive layer (122) is made of a polymer gel, such as vinyl rubber; and each warp (10) and the weft (12) are directly connected to each other to form a net. a grid of stiffening grids (1〇); a test device (20), which is provided between at least one fiber bundle (111) (121) in a stiffening grid (1〇) The test line (2) for detecting the length, the test line (21) is made of a metal material along the warp (9) or the weft (1 (2) direction; and the test line (2)) of the added secret network (1G), The length of the test line (2) is the same as the length of the stiffening grid (10); a measuring device (30), the measuring device (30) being at least one ground penetrating radar (31), the through-ground radar (31) being - The radar wave material density change sensor can detect the length of the test line (21) buried in the soil layer from the surface of the soil layer; as shown in the fourth figure, the system is the stiffening grid measurement of the invention. The method step flow chart mainly comprises the following steps: A. The reinforced grid (10) structure embedded in the soil layer is provided with a sensible test device (10)); B. a measuring device (3 〇) is used for the soil The surface of the layer is measured in a non-destructive manner by the position of the test device 7 1285258 (20); C. The test device (10) is recorded, and the length of the secret network (10) in the soil layer is calculated; D. by adding the secret network (10) The resulting length change is used to calculate the magnitude of the stress strain experienced by the stiffening grid (10) material. As shown in the figure of the fifth figure, the present invention adds a test line (21) made of a metal material to the stiffening grid (1〇), and the length of the test line (21) is matched with the stiffening grid (1〇). The length is the same, and the material made of metal can be used for the non-destructive detection of the ground penetrating radar (31) outside the soil layer, and further the length of the stiffening grid (1 inch) in the soil layer is obtained. It can ensure that the length of the reinforced grid (10) is in accordance with the construction specifications and requirements, and will not cause the strength of the structure due to insufficient length of the stiffening grid (10); because the test line (21) is The metal wire is composed of the tensile deformation of the test wire (21) when the retaining wall structure is subjected to displacement due to rain or earthquake, and the tensile deformation of the stiffening grid (1〇) is caused. By detecting the measuring device (3〇), the tensile deformation amount of the stiffening grid (10) can be known, and then the stress and strain of the material can be detected, and the sliding deformation state of the retaining wall structure can be monitored, and Pre-warning when the retaining wall has a dangerous concern; ° again Referring to the sixth drawing, it is another embodiment of the present invention, which mainly comprises: at least one stiffening grid (40), the stiffening grid (4〇) being composed of at least one warp ( 41) and at least one weft thread (42) are joined to each other to form a grid-like stiffening grid (4〇); and the stiffening grid (40) comprises a stiffening material fixing section (43) and a stiffening material block a test device (50) is provided with a testable length (51) in the stiffening section (43). The test line (51) is a metal wire. And the test line (51) is provided with a test end (52) extending from the stiffening grid (40); a measuring device (60), the measuring device (60) comprising at least one detector (61), The detector (61) is a resistance measurer, and the detector (61) is movably connected to the test 1285258 end (52); when the detector (61) of the resistance measurer is connected to the test end ( 52), the resistance value of the test line (51) can be measured, since the resistance value of the metal wire is (resistance coefficient multiplied by the length) divided by the cross-sectional area, The measurement of the resistance value can calculate the length of the embedded fixing section (43); since the test line (51) is composed of metal wires, when the retaining wall structure is subjected to rain or earthquake, etc., When the displacement causes the tensile grid (30) to be stretched and deformed, the test line (51) also undergoes tensile deformation, resulting in a change in the resistance value, and therefore, is detected by the detector (61) of the resistance measuring device. The tensile deformation of the stiffening grid (30) can be known, and the sliding deformation state of the retaining wall structure can be monitored to detect the stress and strain of the material, and a warning is issued in advance when the retaining wall has dangerous doubts. And the δ hai test line (51) can also be a fiber-optic wire, and the detector (Μ) is also corresponding to a fiber-optic signal detector; the test line can be easily calculated by the optical fiber detection signal transmission time (51) The length of the 'following the length of the stiffening grid (4〇); further, as shown in the seventh drawing, which is a further embodiment of the present invention, the testing device (70) can be a test chip set (71), the test chip set (72) comprising at least one test Transponder (72), and the passive test wafer (72) is mounted on the mesh of the stiffening grid (40') at equal intervals and can be buried in the soil layer together with the stiffening grid (4〇'). Internal; wherein 'the measuring device (80) is an activity (81), and the passive test chip (72) and the reader (81) are wirelessly connected to the connector, the wireless transmission link Is a wireless transmission technology, especially a radio frequency identification (RFID) inductive transmitter; as shown in Figure 8A, when the invention performs the length measurement of the stiffening grid (4〇), The reader (81) emits a radio signal of a specific frequency (as shown in FIG. 8A) to excite a program in the internal chip of the passive test chip (72) and drives the passive test chip (72). Transfer the program data and records of the memory to the reader (μ) by radio signal (as shown in Figure 8B); 1285258 Wireless RF transmission between the machine (81) and the passive test chip (72) Even i hundred data, &==wheel distance' and passive test chip (72) The wafers are available for access, - ° Figure no, on the same stiff grid (40,) on the same WW: Miscellaneous (4G) warp (4) ') and weft (42,) Set up multiple groups of passive tests = and the county's passive test chip (72) for different groups of the booster grid (10), the transmission test code, by the difference of the identification code can easily determine why the group is stiffer, passive measurement. The data of the wafer (72) 'again, by the measurement of the wafer (72) spacing of each group, the data can be stored, read and sorted by the pick-up machine (8丨). Complete the model data inside the structure, and make a more complete judgment on the force displacement of each point in the structure to understand the warp (4Γ) and the weft (42') of each stiffening grid (40,). Material Stress and Strain Size; Although the present case is illustrated by several preferred embodiments, those skilled in the art can make various forms of changes without departing from the spirit and scope of the present invention. The above implementations are only used to illustrate the case and are not intended to limit the scope of the case. All kinds of modifications or changes that are not in violation of the spirit of the case are the scope of patent application in this case. 1285258 [Simple description of the diagram] The first diagram shows the structure of the used stiffening network. The second picture is a schematic diagram of the construction state of the conventional stiffening net. The third figure is a schematic diagram of the structure of the present invention. The fourth figure is a flow chart of the steps of the method for measuring the network of the present invention. The fifth figure is a schematic diagram of the detection state of the stiffening grid of the present invention. Figure 6 is a schematic view showing the structure of a second embodiment of the stiffening grid of the present invention. Figure 7 is a schematic view showing the structure of a third embodiment of the stiffening grid of the present invention. Figure 8A is a schematic view (1) of the detection state of the third embodiment of the present invention. Figure 8B is a schematic view (2) of the detection state of the third embodiment of the present invention. The ninth figure is a schematic diagram of the detection state of the stiffening grid of the present invention applied to multiple groups. [Explanation of main component symbols] Stiffening grid (10) Weft (42) (42') Warp (11) Stabilizing section (43) (439 fiber bundle (111) Stabilizing block (44) (44 ,) glue layer (112) test device (50) weft (12) test line (51) fiber bundle (121) test end (52) glue layer (122) measuring device (60) test device (20) detector (61 Test line (21) Test device (70) Measuring device (30) Test chip set (71) Ground penetrating radar (31) Passive test chip (72) Stiff grid (40) (40,) Measuring device (80) Line (41Χ4Γ) reader (81)