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  <div   id="rd29ns1ovs"   class="title_page"><h1>滴灌材料是否合格、滴灌施工質(zhì)量是否合格進(jìn)行司法鑒定</h1><div   id="rd29ns1ovs"   class="des_page">

<p class="infot"><time>發(fā)布時間:2023/12/31</time>
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  <p style="font-weight: 400">新疆農(nóng)林業(yè)司法鑒定所司法鑒定意見書</p>
<p style="font-weight: 400">新農(nóng)林鑒字[2011]第0409號</p>
<p style="font-weight: 400">一、基本情況</p>
<p style="font-weight: 400">委托人：精河縣人民法院</p>
<p style="font-weight: 400">委托鑒定事項：對1、位于八家戶農(nóng)場十一隊2009年的滴灌材料是否合格；2、位于八家戶農(nóng)場十一隊2009年的滴灌施工質(zhì)量是否合格進(jìn)行司法鑒定。</p>
<p style="font-weight: 400">受理日期：2011年4月8日</p>
<p style="font-weight: 400">鑒定日期：2011年4月8日</p>
<p style="font-weight: 400">鑒定地點：精河縣八家戶農(nóng)場農(nóng)十一隊</p>
<p style="font-weight: 400">在場人員：當(dāng)事人：馬進(jìn)龍、張XX、孔令君、顧紅。法院工作人員：巴依爾達(dá)拉、曹金峰，鑒定人：張麗偉、張長江、郝曉東。</p>
<p style="font-weight: 400">二、檢案摘要</p>
<p style="font-weight: 400">精河縣人民法院審理的新疆地方國營精河縣八家戶農(nóng)場管理委員會訴博樂XX節(jié)水有限責(zé)任公司、張XX、農(nóng)五師全新XX設(shè)計有限公司承攬合同糾紛一案，為查明1、位于八家戶農(nóng)場十一隊2009年的滴灌材料是否合格；2、位于八家戶農(nóng)場十一隊2009年的滴灌施工質(zhì)量是否合格特委托我所對此事項進(jìn)行司法鑒定。</p>
<p style="font-weight: 400">三、檢驗過程</p>
<p style="font-weight: 400">我所接受委托后，于2011年月日指派鑒定人員張麗偉、張長江并特邀專家郝曉東三人組成鑒定組，在精河縣人民法院的主持下，與雙方當(dāng)事人共同對該地進(jìn)行了現(xiàn)場勘驗及調(diào)查：</p>
<p style="font-weight: 400">1、該地位于精河縣八家戶農(nóng)場農(nóng)十一隊，?1號井井房，衛(wèi)星定位坐標(biāo)為北緯44°36.018’，東經(jīng)82°47.322’＇，八家戶十一隊2號井井房，衛(wèi)星定位坐標(biāo)為北緯44°36.292’，東經(jīng)82°47.796’。</p>
<p style="font-weight: 400">2、2號井泵房輸出水焊管與地埋UPVC塑料管道采用法蘭直接連接，在法蘭下部的UPVC管錯位斷開。</p>
<p style="font-weight: 400">3、2號井A<sub>0</sub>-A<sub>20</sub>管段，有部分管道曾進(jìn)行過維修。經(jīng)現(xiàn)場抽水、開挖，實測該管道為Φ200UPVC管，有維修用的哈佛接一個。經(jīng)實際測量，該管段4處的管道埋深，分別為123cm、130cm、124cm、141cm。</p>
<p style="font-weight: 400">4、2號井，干管段實際測量2處，埋深為118cm、110cm。B<sub>0</sub>-B<sub>19</sub>段實際測量3處，埋深為105cm、118cm、90cm。C<sub>0</sub>-C<sub>18</sub>段實際測量4處，埋深為104cm、104cm、98cm、90cm。</p>
<p style="font-weight: 400">5、1號井，干管段實際測量3處，埋深為55cm、128cm、90cm。A<sub>0</sub>-A<sub>17</sub>段實際測量2處，埋深為105cm、94cm。B<sub>0</sub>-B<sub>16</sub>段實際測量3處，埋深為113cm、84cm、110cm。C<sub>0</sub>-C<sub>16</sub>段實際測量3處，埋深為116cm、104cm、108cm。</p>
<p style="font-weight: 400">6、對1號井干管、分干管、支管安裝定位情況進(jìn)行實測。三條分干管抽查測量17段，南北方向定位與圖紙不符。干管抽查測量共計3段，東西定位與圖紙不符。</p>
<p style="font-weight: 400">四、分析說明</p>
<p style="font-weight: 400">1、依據(jù)中華人民共和國國家標(biāo)準(zhǔn)《節(jié)水灌溉設(shè)備現(xiàn)場驗收規(guī)程》GB/T21031-2007?第4條基本規(guī)定：“應(yīng)有與所購設(shè)備規(guī)格一致的有效質(zhì)量檢測報告。產(chǎn)品標(biāo)志應(yīng)完整清晰；裝箱清單、產(chǎn)品合格證、產(chǎn)品說明書等文件應(yīng)齊全。應(yīng)建立現(xiàn)場驗收文字檔案”。第5.1.3條，耐壓和密封性能：“管材到達(dá)現(xiàn)場后，直徑大于25mm的塑料管宜隨機抽樣按GB/T 10002.1-1996、GB/T 13663-2000、QB/T1929和JB/T8512等標(biāo)準(zhǔn)進(jìn)行耐壓和密封性能試驗。同一批管材每5000m作為一個抽樣單元，不足5000m按5000m計，每個抽樣單元抽取樣本數(shù)不應(yīng)少于5件”。第7.1.2條：“金屬制品內(nèi)外壁應(yīng)平整、無裂紋、無明顯的凹陷、溝紋；內(nèi)外壁應(yīng)防銹處理，防銹層應(yīng)均勻、平整，無裂痕、無脫”。第7.5.6條：“在系統(tǒng)中該設(shè)備最大工作壓力下保壓60min，各部件應(yīng)無損壞、永久變形和滲漏”。（《節(jié)水灌溉設(shè)備現(xiàn)場驗收規(guī)程》GB/T21031-2007）。</p>
<p style="font-weight: 400">2、依據(jù)中華人民共和國行業(yè)標(biāo)準(zhǔn)《微灌工程技術(shù)規(guī)范》SL103-95有關(guān)要求和規(guī)定：“6.1.1微灌工程施工必須嚴(yán)格按設(shè)計進(jìn)行，修改設(shè)計應(yīng)先征得設(shè)計部門同意，經(jīng)協(xié)商取得一致意見后方可實施，必要時需經(jīng)主管部門審批”?！?.3.7管道埋深應(yīng)根據(jù)土壤凍層深度<strong>（</strong>人地系統(tǒng)主題數(shù)據(jù)庫<strong>–</strong>精河縣全年凍土深度為137cm）、地面荷載和機耕要求確定(《微灌工程技術(shù)規(guī)范》SL103-95)。</p>
<p style="font-weight: 400">3、“在施工過程中應(yīng)做好施工記錄。對隱蔽工程必須填寫《隱蔽工程記錄》表，出現(xiàn)工程事故應(yīng)查明原因，及時處理，并記錄處理措施，經(jīng)驗收合格后才能進(jìn)入下道工序施工。全部工程施工完畢應(yīng)及時繪制竣工圖，編寫竣工報告”?！?.1.3微灌工程的隱蔽部分必須在施工期間進(jìn)行檢查驗收并應(yīng)有驗收報告”。(《微灌工程技術(shù)規(guī)范》SL103-95)。</p>
<p style="font-weight: 400">4、結(jié)合現(xiàn)場勘測情況分析得出結(jié)論：地下管網(wǎng)沒有嚴(yán)格按照圖紙施工（1號井地下管線）；管道埋深平均為107厘米，埋深不符合規(guī)范要求；在施工期間，對隱蔽工程沒有填寫《隱蔽工程記錄》，沒有詳細(xì)可查的工程記錄資料，沒有依照節(jié)水灌溉設(shè)備現(xiàn)場驗收規(guī)程進(jìn)行驗收，不符合施工規(guī)范，滴灌工程施工質(zhì)量不合格。</p>
<p style="font-weight: 400">五、鑒定意見</p>
<p style="font-weight: 400">1、因雙方不能提供有效的UPVC管件檢材，所以不能檢驗滴灌材料是否合格。</p>
<p style="font-weight: 400">2、位于八家戶農(nóng)場十一隊2009年的滴灌施工，地下管網(wǎng)沒有嚴(yán)格按照圖紙施工（1號井地下管線）；管道埋深不符合規(guī)范要求；在施工期間，對隱蔽工程沒有填寫《隱蔽工程記錄》，沒有詳細(xì)可查的工程記錄資料，沒有依照節(jié)水灌溉設(shè)備現(xiàn)場驗收規(guī)程進(jìn)行驗收，不符合施工規(guī)范，滴灌工程地下管網(wǎng)施工質(zhì)量不合格。</p>
<p style="font-weight: 400">
<p style="font-weight: 400">
<p style="font-weight: 400">
<p style="font-weight: 400">國家司法鑒定人：張麗偉???執(zhí)業(yè)證號650109085030</p>
<p style="font-weight: 400">?????????????? ???????????????張長江???執(zhí)業(yè)證號650105085015</p>
<p style="font-weight: 400">
<p style="font-weight: 400">
<p style="font-weight: 400">二0一一年四月十五日</p>
<p style="font-weight: 400">
<p style="font-weight: 400">特邀專家：郝曉東（工程師）</p>
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