三軸靜動態巖石試驗系統

隧道主動加載試驗系統

三軸向高頻隨機振動試驗系統

多功能巖石試驗系統

低溫環境巖土體基本力學特性試驗系統

活動斷裂-非一致地震效應模擬試驗系統

隧道圍巖多元鉆進信息高精度同步采集試驗系統

水泥基材料全周期多尺度靜力加載系統

中-高全速巖土旋轉剪切儀

巖體滲流試驗系統

盾構（TBM）隧道智能建造試驗系統

公司產品涵蓋金(jin)屬材料檢(jian)(jian)測(ce)與非金(jin)屬材料檢(jian)(jian)測(ce)，品種(zhong)達一百(bai)多(duo)個。土(tu)木工(gong)程類高校用到的：大型多(duo)功能結(jie)構試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、巖(yan)土(tu)工(gong)程試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、自(zi)平衡反力(li)(li)架、力(li)(li)學(xue)模(mo)型試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、電(dian)(dian)液伺(si)服疲(pi)(pi)勞(lao)(lao)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、高溫(wen)高壓(ya)應(ying)力(li)(li)腐蝕試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、千斤(jin)頂檢(jian)(jian)定(ding)裝置(zhi)等。另(ling)有全系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)產品：電(dian)(dian)子wanneng試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；液壓(ya)wanneng試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；壓(ya)力(li)(li)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；扭轉試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)；彈簧試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)；沖擊試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)、摩(mo)擦磨損試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)、鋼絞(jiao)線錨固松弛試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)；電(dian)(dian)纜繩(sheng)索臥(wo)式拉力(li)(li)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；動靜疲(pi)(pi)勞(lao)(lao)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)、橡(xiang)膠(jiao)支(zhi)座壓(ya)剪(jian)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)機(ji)(ji)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；大噸(dun)位力(li)(li)學(xue)加(jia)載壓(ya)力(li)(li)機(ji)(ji)；飛(fei)機(ji)(ji)起落架檢(jian)(jian)測(ce)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；絕緣子檢(jian)(jian)測(ce)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)列(lie)(lie)；特(te)殊定(ding)制大型試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)。：風(feng)(feng)電(dian)(dian)葉(xie)片(pian)(pian)疲(pi)(pi)勞(lao)(lao)加(jia)載綜合測(ce)試(shi)(shi)(shi)(shi)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、風(feng)(feng)電(dian)(dian)機(ji)(ji)組葉(xie)片(pian)(pian)疲(pi)(pi)勞(lao)(lao)加(jia)載綜合測(ce)試(shi)(shi)(shi)(shi)系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、風(feng)(feng)電(dian)(dian)葉(xie)片(pian)(pian)雙軸疲(pi)(pi)勞(lao)(lao)加(jia)載系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、風(feng)(feng)電(dian)(dian)葉(xie)片(pian)(pian)面向旋轉疲(pi)(pi)勞(lao)(lao)加(jia)載系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)、風(feng)(feng)電(dian)(dian)葉(xie)片(pian)(pian)兩點(dian)疲(pi)(pi)勞(lao)(lao)加(jia)載系(xi)(xi)(xi)(xi)(xi)(xi)(xi)統(tong)(tong)(tong)等。

一、三軸靜動態巖石試驗系統

       主要功能是測(ce)試(shi)(shi)(shi)試(shi)(shi)(shi)件在空間六個方向(xiang)被(bei)施加(jia)不同(tong)壓(ya)(ya)力(li)時的(de)靜(jing)態力(li)學(xue)特(te)性(xing)(xing)及(ji)在一定加(jia)載(zai)狀況下(xia)霍普(pu)金森動(dong)態力(li)學(xue)特(te)性(xing)(xing)。其(qi)中(zhong)，采用液壓(ya)(ya)伺服控制系(xi)統對(dui)立(li)方體巖塊施加(jia)三(san)(san)向(xiang)獨立(li)的(de)靜(jing)載(zai)（三(san)(san)向(xiang)獨立(li)的(de)0～100MP真三(san)(san)軸靜(jing)載(zai)）、采用高壓(ya)(ya)氣體驅動(dong)zjdan侵(qin)徹混凝土試(shi)(shi)(shi)件。可以(yi)(yi)獲得以(yi)(yi)下(xia)指標：測(ce)試(shi)(shi)(shi)巖石的(de)在動(dong)、靜(jing)態條(tiao)件下(xia)的(de)抗壓(ya)(ya)強度、彈性(xing)(xing)模量、泊松(song)比與應(ying)變速率及(ji)圍壓(ya)(ya)的(de)關系(xi)；測(ce)試(shi)(shi)(shi)巖石材料在侵(qin)徹下(xia)的(de)各向(xiang)異性(xing)(xing)特(te)性(xing)(xing)，以(yi)(yi)及(ji)應(ying)力(li)狀態對(dui)侵(qin)徹性(xing)(xing)能的(de)影響。

二、活動斷裂-非一致地震效應模擬試驗系統

1.組成：非一致地震節段式模(mo)型(xing)箱；地應力場加載控制系統；活動斷裂多尺度控制系統；強制位移(yi)加載控制系統。

2.功(gong)能(neng)(neng)：主要是(shi)模(mo)(mo)擬(ni)高(gao)地(di)(di)(di)(di)(di)應(ying)(ying)力(li)(li)(li)條件下(xia)(xia)長大(da)地(di)(di)(di)(di)(di)下(xia)(xia)結(jie)(jie)構(gou)(gou)的(de)(de)非(fei)一(yi)致(zhi)(zhi)地(di)(di)(di)(di)(di)震(zhen)效(xiao)(xiao)應(ying)(ying)、模(mo)(mo)擬(ni)高(gao)地(di)(di)(di)(di)(di)應(ying)(ying)力(li)(li)(li)條件下(xia)(xia)地(di)(di)(di)(di)(di)下(xia)(xia)結(jie)(jie)構(gou)(gou)和邊坡(po)的(de)(de)斷(duan)層錯(cuo)動-與(yu)非(fei)一(yi)致(zhi)(zhi)地(di)(di)(di)(di)(di)震(zhen)的(de)(de)耦合效(xiao)(xiao)應(ying)(ying)、地(di)(di)(di)(di)(di)下(xia)(xia)結(jie)(jie)構(gou)(gou)地(di)(di)(di)(di)(di)震(zhen)效(xiao)(xiao)應(ying)(ying)的(de)(de)擬(ni)靜(jing)力(li)(li)(li)模(mo)(mo)擬(ni)。試(shi)(shi)驗(yan)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)設備采用精(jing)(jing)加(jia)(jia)工，加(jia)(jia)工精(jing)(jing)度(du)及加(jia)(jia)載(zai)精(jing)(jing)度(du)滿足試(shi)(shi)驗(yan)需求。 2、活動斷(duan)裂-非(fei)一(yi)致(zhi)(zhi)地(di)(di)(di)(di)(di)震(zhen)效(xiao)(xiao)應(ying)(ying)高(gao)精(jing)(jing)度(du)智(zhi)能(neng)(neng)監(jian)測(ce)(ce)和數(shu)值模(mo)(mo)擬(ni)孿(luan)生(sheng)試(shi)(shi)驗(yan)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)，1套(tao)，主要包括：PIV測(ce)(ce)量系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)；高(gao)精(jing)(jing)度(du)激光位移傳感系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)；聲發(fa)射系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)、超高(gao)速數(shu)字(zi)全(quan)景(jing)成像(xiang)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)、高(gao)精(jing)(jing)度(du)加(jia)(jia)速度(du)監(jian)測(ce)(ce)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)、多(duo)通道動態應(ying)(ying)變采集系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)、動土(tu)壓(ya)力(li)(li)(li)監(jian)測(ce)(ce)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)、數(shu)值模(mo)(mo)擬(ni)孿(luan)生(sheng)系(xi)(xi)(xi)統(tong)(tong)(tong)(tong)(tong)等(deng)一(yi)系(xi)(xi)(xi)列軟硬件設施(shi)構(gou)(gou)成。主要功(gong)能(neng)(neng)：地(di)(di)(di)(di)(di)層及結(jie)(jie)構(gou)(gou)的(de)(de)位移測(ce)(ce)試(shi)(shi)、損傷(shang)測(ce)(ce)試(shi)(shi)、圖像(xiang)測(ce)(ce)試(shi)(shi)、加(jia)(jia)速度(du)測(ce)(ce)試(shi)(shi)、應(ying)(ying)變測(ce)(ce)試(shi)(shi)、土(tu)壓(ya)力(li)(li)(li)測(ce)(ce)試(shi)(shi)、測(ce)(ce)試(shi)(shi)數(shu)據實時監(jian)測(ce)(ce)及計算(suan)等(deng)。

三、盾構（TBM）隧道智能建造試驗系統

1、盾(dun)構(TBM)掘(jue)進遠(yuan)程(cheng)(cheng)監控(kong)支撐系(xi)(xi)(xi)統，1套(tao)，主要包括：專用服(fu)務(wu)器及工(gong)作站、機房配(pei)(pei)套(tao)設施升級、通(tong)訊網(wang)絡系(xi)(xi)(xi)統、配(pei)(pei)套(tao)實(shi)驗軟件系(xi)(xi)(xi)統。其(qi)功能主要建立遠(yuan)程(cheng)(cheng)監控(kong)硬(ying)/軟件支撐配(pei)(pei)套(tao)系(xi)(xi)(xi)統，為盾(dun)構(TBM)掘(jue)進遠(yuan)程(cheng)(cheng)監控(kong)提供(gong)科(ke)(ke)研(yan)數(shu)據計算服(fu)務(wu)、數(shu)據存儲和(he)仿真服(fu)務(wu)、科(ke)(ke)研(yan)展(zhan)示服(fu)務(wu)等。

2、盾(dun)構(gou)(TBM)掘進(jin)遠(yuan)(yuan)程(cheng)控制駕駛(shi)(shi)艙，1套，由(you)采集(ji)和傳輸系(xi)統、駕駛(shi)(shi)臺系(xi)統、顯(xian)示(shi)系(xi)統等(deng)一系(xi)列(lie)硬件設施(shi)構(gou)成，主要功能為：定制化(hua)盾(dun)構(gou)(TBM)遠(yuan)(yuan)程(cheng)駕駛(shi)(shi)艙，完成盾(dun)構(gou)（TBM）工點掘進(jin)與施(shi)工環境(jing)數(shu)據(ju)采集(ji)、盾(dun)構(gou)機（TBM）掘進(jin)狀態實時監控、遠(yuan)(yuan)程(cheng)實時操(cao)控盾(dun)構(gou)（TBM）掘進(jin)等(deng)。

3、盾(dun)(dun)(dun)構(gou)(gou)(gou)(TBM)隧(sui)道數(shu)(shu)字(zi)孿(luan)生與仿真駕駛平臺系統，1套，主(zhu)要功能(neng)：利用新一(yi)代的(de)數(shu)(shu)字(zi)孿(luan)生、VR、人工(gong)(gong)(gong)智(zhi)能(neng)等技術，實現對(dui)TBM盾(dun)(dun)(dun)構(gou)(gou)(gou)工(gong)(gong)(gong)點遠程全面感知(zhi)與在線監測，構(gou)(gou)(gou)建盾(dun)(dun)(dun)構(gou)(gou)(gou)（TBM）掘(jue)進數(shu)(shu)據庫，完成盾(dun)(dun)(dun)構(gou)(gou)(gou)（TBM）掘(jue)進參(can)數(shu)(shu)實時監控(kong)(kong)與實時預警。實現TBM盾(dun)(dun)(dun)構(gou)(gou)(gou)工(gong)(gong)(gong)點盾(dun)(dun)(dun)構(gou)(gou)(gou)機、地(di)質、環境等場景可(ke)視化(hua)和數(shu)(shu)字(zi)孿(luan)生虛擬(ni)仿真。建立盾(dun)(dun)(dun)構(gou)(gou)(gou)（TBM）人工(gong)(gong)(gong)智(zhi)能(neng)遠程控(kong)(kong)制專家系統，完成對(dui)TBM盾(dun)(dun)(dun)構(gou)(gou)(gou)人工(gong)(gong)(gong)智(zhi)能(neng)控(kong)(kong)制模型(xing)虛擬(ni)仿真控(kong)(kong)制，實現控(kong)(kong)制效(xiao)果評(ping)估，終達到TBM盾(dun)(dun)(dun)構(gou)(gou)(gou)無人駕駛艙對(dui)各個工(gong)(gong)(gong)點盾(dun)(dun)(dun)構(gou)(gou)(gou)機的(de)人工(gong)(gong)(gong)智(zhi)能(neng)遠程控(kong)(kong)制。

四、中-高全速巖土旋轉剪切儀

扭矩(ju)，140N.m；1500rpm（轉(zhuan)速）；理論軸向(xiang)荷載，80 MPa；可獲取參數：剪切速率、軸向(xiang)位移、試樣孔隙壓力（兩款適用于(yu)不同溫壓條件的壓力艙）等。

五、高溫高壓巖體多場耦合試驗系統

功能：開展山區(qu)深(shen)埋(mai)隧道(dao)高溫(wen)高壓條件下傳熱-滲(shen)流-應力(li)(li)-化學多場耦合作用對(dui)巖(yan)體(ti)(ti)結(jie)構演變特征(zheng)研究，評(ping)價巖(yan)體(ti)(ti)穩定(ding)性，為西(xi)南山區(qu)深(shen)埋(mai)隧道(dao)安(an)全建設提供理論基礎。該實驗(yan)系統可(ke)安(an)全滿足(zu)真三軸/擬三軸巖(yan)樣(yang)試驗(yan)，耐溫(wen)上限(xian)350℃，軸壓上限(xian)600MPa，可(ke)滿足(zu)水與CO2等流體(ti)(ti)，流體(ti)(ti)壓力(li)(li)范圍上限(xian)30MPa。

六、隧道主動加載試驗系統

主要包含靜(jing)動(dong)力(li)加載系(xi)(xi)統、伺服控制系(xi)(xi)統、拱形化模型箱系(xi)(xi)統。用于研究以預應(ying)力(li)錨(mao)桿（索）為核(he)心(xin)載體的主動(dong)支護(hu)體系(xi)(xi)一系(xi)(xi)列(lie)相關科學問題(ti)，要求:可模擬預應(ying)力(li)主動(dong)支護(hu)效(xiao)應(ying)/主-被動(dong)聯合承載體系(xi)(xi)/不均勻受力(li)狀態/不同跨度(du)、埋深等條件/預應(ying)力(li)損失效(xiao)應(ying)/動(dong)力(li)效(xiao)應(ying)。

七、低溫環境巖土體基本力學特性試驗系統

包括：

1、巖土低溫-荷載(zai)耦合測試(shi)試(shi)驗系(xi)統

主要功能：模擬土、巖介質在(zai)凍融循環過(guo)(guo)程中的物理(li)力學狀(zhuang)態，監(jian)測開放/封閉條(tiao)件下(xia)土體凍脹力、融化壓(ya)縮量(liang)、融沉量(liang)、水分遷(qian)移量(liang)隨溫度的變化過(guo)(guo)程的jiduan溫度-荷載(zai)耦(ou)合(he)作用試驗(yan)系統。

2、低溫環(huan)境(jing)凍土真三維加載系統

主要(yao)功(gong)能(neng)：實(shi)現靜動力真(zhen)三(san)軸(zhou)條件下凍土/凍軟巖、凍結結構面的(de)變形、強度與(yu)滲透特(te)性。

3、溫(wen)控(kong)空心(xin)圓(yuan)柱扭剪試(shi)驗(yan)系統

主要功能：可(ke)(ke)測定動(dong)態荷載下土(tu)體(ti)的動(dong)強度、阻(zu)尼(ni)比、地震砂土(tu)液化以及非飽和吸(xi)力(li)(li)變(bian)化等；此(ci)外，模(mo)擬土(tu)體(ti)主應力(li)(li)軸旋(xuan)轉(zhuan)及反復旋(xuan)轉(zhuan)應力(li)(li)路徑，并且可(ke)(ke)考慮中(zhong)間主應力(li)(li)與土(tu)體(ti)各向異性(xing)的影響。

4、低溫-荷載耦合數(shu)字孿生(sheng)測試裝置(zhi)

由(you)雙(shuang)向地震(zhen)振(zhen)荷(he)模擬振(zhen)動(dong)臺、振(zhen)動(dong)基坑隔振(zhen)裝置、伺服(fu)控制器、剪(jian)切模型(xing)箱(xiang)、巖土工(gong)程加工(gong)試驗臺以(yi)及模型(xing)應(ying)力測(ce)試裝置、計算機等組成(cheng)。主(zhu)要功能：模擬低(di)溫-荷(he)載耦(ou)合作(zuo)用下巖土邊坡應(ying)力與(yu)變形特性，通過模型(xing)試驗和數值模擬孿生耦(ou)合預測(ce)邊坡失穩(wen)機制及滑坡規律(lv)。

八、三軸向高頻隨機振動試驗系統

單臺振(zhen)動臺主要技術指標： 額定正(zheng)弦(xian)激振(zhen)力（kN） ≥20 額定隨機(ji)(ji)激振(zhen)力（kN rms） ≥20 正(zheng)弦(xian)峰(feng)(feng)(feng)值加(jia)速(su)度（g） 100 隨機(ji)(ji)均方根(gen)加(jia)速(su)度（g rms） 80 正(zheng)弦(xian)峰(feng)(feng)(feng)值速(su)度（m/s） 2.0 峰(feng)(feng)(feng)值位移（mm） ≥51 正(zheng)弦(xian)頻(pin)(pin)率(lv)范圍（Hz） 2～4000 隨機(ji)(ji)頻(pin)(pin)率(lv)范圍（Hz） 2～4000 動圈一階共(gong)振(zhen)頻(pin)(pin)率(lv)（Hz） ≥2800 2）工作(zuo)頻(pin)(pin)率(lv)范圍（空載）：三個方向同時(shi)工作(zuo)（正(zheng)弦(xian)）5～600Hz，(隨機(ji)(ji))5～1200Hz； 3）負(fu)載：≥120kg；臺面尺寸：≥500×500mm，臺面布孔呈100×100mm矩陣式(shi)分布。 三向同時(shi)動作(zuo)時(shi)可提(ti)供負(fu)載120kg，均方根(gen)加(jia)速(su)度不小于12g的隨機(ji)(ji)試驗(yan)。

九、多功能巖石試驗系統

主要功能(neng)：能(neng)測試(shi)巖(yan)樣滲透特性(xing)，能(neng)同(tong)時滿足對巖(yan)石三向(xiang)地應(ying)力大(da)小和(he)(he)裂(lie)紋擴展研究、計(ji)算(suan)動(dong)彈性(xing)參數、巖(yan)石主應(ying)力的大(da)小和(he)(he)方向(xiang)分析、巖(yan)石抗(kang)裂(lie)隙擴展的分類和(he)(he)界定、判斷巖(yan)石內部的應(ying)力狀態和(he)(he)破壞程度、耦(ou)合試(shi)驗、耐(nai)磨耗性(xing)能(neng)等；