預制樓板力學加載測試臺         配式建筑預制構件力學加載測試臺

預制樓板撓度加載裝置        裝配式建筑預制構件承載力試驗裝置

 預制樓板承載力試驗系統

裝配式建筑預制構件承載力試驗裝置

    公(gong)司產品(pin)涵(han)蓋(gai)金屬(shu)材料(liao)檢(jian)(jian)測(ce)與非金屬(shu)材料(liao)檢(jian)(jian)測(ce)，品(pin)種達(da)一百多個。特別是在土木工(gong)(gong)程類高(gao)(gao)(gao)校用(yong)到的：電液伺服疲勞系(xi)(xi)(xi)(xi)統(tong)、大(da)型多功能結構試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)統(tong)、巖(yan)土工(gong)(gong)程試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)統(tong)、自平衡(heng)反(fan)力架、高(gao)(gao)(gao)溫高(gao)(gao)(gao)壓(ya)應力腐蝕試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)系(xi)(xi)(xi)(xi)統(tong)、千斤頂檢(jian)(jian)定裝置(zhi)等(deng)。另有全(quan)系(xi)(xi)(xi)(xi)列(lie)產品(pin)：電子試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；液壓(ya)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；壓(ya)力試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；扭轉試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；彈簧試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；沖擊試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)、杯凸試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)、摩擦磨損試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)、鋼(gang)絞線錨固松弛試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；人造板(ban)石膏板(ban)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；醫用(yong)接骨(gu)板(ban)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；外墻保(bao)溫材料(liao)試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；汽車(che)安全(quan)帶拉伸、汽車(che)防(fang)撞梁(liang)彎(wan)曲試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)；鋼(gang)筋鋼(gang)管(guan)彎(wan)曲試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；電纜繩索臥式拉力機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；動(dong)靜(jing)疲勞試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)、橡膠支座壓(ya)剪試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)系(xi)(xi)(xi)(xi)列(lie)；大(da)噸(dun)位力學加載壓(ya)力機(ji)(ji)(ji)；飛(fei)機(ji)(ji)(ji)起(qi)落(luo)架檢(jian)(jian)測(ce)系(xi)(xi)(xi)(xi)列(lie)；絕(jue)緣子檢(jian)(jian)測(ce)系(xi)(xi)(xi)(xi)列(lie)；特殊定制大(da)型試(shi)(shi)(shi)(shi)驗(yan)(yan)(yan)(yan)(yan)機(ji)(ji)(ji)等(deng)。

三、預制梁承載力加載試驗系統

1.設備(bei)用途，該反(fan)力架(jia)由8件立柱、4件上(shang)梁(liang)(liang)、4件底梁(liang)(liang)，2件縱梁(liang)(liang)等組成，主要用于對結構(gou)(gou)(gou)梁(liang)(liang)或平(ping)面桁架(jia)結構(gou)(gou)(gou)進(jin)(jin)行(xing)靜載(zai)試(shi)(shi)(shi)(shi)驗(yan)。通過(guo)合理(li)結構(gou)(gou)(gou)設計，使(shi)在(zai)進(jin)(jin)行(xing)其他(ta)試(shi)(shi)(shi)(shi)驗(yan)時(shi)，反(fan)力架(jia)能與試(shi)(shi)(shi)(shi)件形成自(zi)平(ping)衡，通過(guo)施加集中(zhong)力荷(he)載(zai)可得各構(gou)(gou)(gou)件的承(cheng)載(zai)力大(da)小，以及可計算出構(gou)(gou)(gou)件各截面的內力值。該反(fan)力架(jia)借助實驗(yan)室(shi)反(fan)力地(di)槽，放置(zhi)在(zai)實驗(yan)室(shi)內靠(kao)近反(fan)力墻的位置(zhi)，進(jin)(jin)行(xing)混(hun)凝土(tu)梁(liang)(liang)的三(san)點彎(wan)曲試(shi)(shi)(shi)(shi)驗(yan)、四(si)點彎(wan)曲試(shi)(shi)(shi)(shi)驗(yan)、混(hun)凝土(tu)柱的抗壓試(shi)(shi)(shi)(shi)驗(yan)及其他(ta)結構(gou)(gou)(gou)件的力學試(shi)(shi)(shi)(shi)驗(yan)。

2.設備(bei)工(gong)作條件：工(gong)作溫度：0℃-50℃；工(gong)作濕度：0-85%；

一、10000KN 長柱壓力試驗系統

1.試驗力(li)：10000kN

2.試驗力測(ce)量范(fan)圍：2～100 F.S；

3.試驗力(li)測(ce)量精度：≤示(shi)值的(de)±1；

4.油缸(gang)空(kong)載速度：50mm/min；

5.油(you)缸行程：300mm；

6.位移測量范圍：0～300mm；

7.位移測量精度：≤±1 F.S；

8.試驗調整空(kong)間：0～5000mm 可(ke)調；

9.試驗空(kong)間：5000mm；

二、自動爬升加載試驗系統

1）主框(kuang)架采用四立(li)柱(zhu)門式自反力結(jie)構，立(li)柱(zhu)采用焊接(jie)槽(cao)型結(jie)構，底(di)梁采用箱型結(jie)構，上橫(heng)梁采用中間鏤空的(de)雙(shuang)梁結(jie)構。立(li)柱(zhu)與橫(heng)梁通過高強(qiang)螺栓連(lian)接(jie)，橫(heng)梁高度可按(an)模數調整。底(di)梁頂面及側(ce)面均布安裝(zhuang)(zhuang)孔(kong)。上橫(heng)梁底(di)面通長安裝(zhuang)(zhuang)直線導(dao)軌，導(dao)軌上安裝(zhuang)(zhuang)可任意移動(dong)的(de)小車(che)平臺(tai)，小車(che)平臺(tai)可隨動(dong)也可鎖緊。

2）加(jia)載(zai)(zai)架整體尺寸：長度(du)6000mm，寬度(du)1800mm，高(gao)度(du)7000mm（地(di)下埋(mai)深1000mm）；加(jia)載(zai)(zai)架凈空間：長度(du)4000mm，寬度(du)1800mm，高(gao)度(du)4000mm。軸壓實驗承(cheng)載(zai)(zai)力5000kN，壓剪實驗豎向承(cheng)載(zai)(zai)力3000kN，水平承(cheng)載(zai)(zai)力1500kN。

3）加載架單塊蓋板(ban)的跨中承載力100kN；

4）自升(sheng)降(jiang)(jiang)系統，采(cai)用(yong)自爬(pa)升(sheng)系統帶多通道(dao)控(kong)(kong)制(zhi)器，可控(kong)(kong)制(zhi)伺服電(dian)機同步(bu)升(sheng)降(jiang)(jiang)；采(cai)用(yong)絲杠立柱副結(jie)構，絲杠直徑(jing)180mm，只受豎向荷載時只靠(kao)絲杠能承受5000kN豎向荷載。采(cai)用(yong)伺服電(dian)機驅動(dong)螺旋升(sheng)降(jiang)(jiang)機構控(kong)(kong)制(zhi)橫梁升(sheng)降(jiang)(jiang)。配置至(zhi)少四個(ge)位(wei)移(yi)傳感器，用(yong)于(yu)同步(bu)控(kong)(kong)制(zhi)，提(ti)升(sheng)速(su)度90mm/min，自升(sheng)降(jiang)(jiang)系統立柱四個(ge)測點的位(wei)移(yi)差值0.2mm。

三、預制梁承載力加載試驗系統

1.設備用途，該反力(li)(li)架(jia)(jia)由8件(jian)(jian)立柱、4件(jian)(jian)上(shang)梁、4件(jian)(jian)底梁，2件(jian)(jian)縱梁等組成，主要用于對結(jie)(jie)構(gou)梁或平面(mian)桁架(jia)(jia)結(jie)(jie)構(gou)進行(xing)靜載(zai)(zai)試驗(yan)(yan)。通過(guo)合理(li)結(jie)(jie)構(gou)設計(ji)，使在(zai)進行(xing)其他(ta)(ta)試驗(yan)(yan)時，反力(li)(li)架(jia)(jia)能與試件(jian)(jian)形成自平衡(heng)，通過(guo)施加集(ji)中(zhong)力(li)(li)荷載(zai)(zai)可得各構(gou)件(jian)(jian)的(de)承載(zai)(zai)力(li)(li)大小，以及可計(ji)算(suan)出構(gou)件(jian)(jian)各截面(mian)的(de)內(nei)力(li)(li)值(zhi)。該反力(li)(li)架(jia)(jia)借助(zhu)實驗(yan)(yan)室(shi)反力(li)(li)地槽，放置在(zai)實驗(yan)(yan)室(shi)內(nei)靠近(jin)反力(li)(li)墻的(de)位置，進行(xing)混(hun)凝土梁的(de)三點彎曲(qu)試驗(yan)(yan)、四點彎曲(qu)試驗(yan)(yan)、混(hun)凝土柱的(de)抗壓試驗(yan)(yan)及其他(ta)(ta)結(jie)(jie)構(gou)件(jian)(jian)的(de)力(li)(li)學試驗(yan)(yan)。