地下模板安裝010

1、branch network, the internet, supporting ddn,fr,isdn,pstn and satellite data network connections. 2. network management system: the system planning, supervision, design and control of the use of network resources and activities, is achieve optimal network performance, including the following aspects

2、: performance management: the multifaceted network performance monitoring and management, to ensure that the performance of the internet to maintain at a high level. configuration management: monitoring and configuration of network information. account management: measure the utilization of network

3、resources. fault management: detection, registration, prompt the user to network failures and, if possible, automatically repair network problems. safety management: according to the staff of planning to control network access protection network will not be easily broken. remote access management: i

4、ncluding equipment management, user rights management, access management for remote users. network security: network security from the physical layer, network layer, application layer, and many levels of consideration, and have the perfect virus protection. 3.3.4 system resources of management syste

5、m in intelligent of factory construction many application of based shang, to makes all application can smooth, efficient of run, while makes whole factory distribution of computer resources get concentrated, and full and monitoring, must for whole computer systems established a perfect of system mon

6、itoring platform, makes user can through this platform achieved on whole system of full management, these management including: security management network management event/state/exception management database management detection work flow management storage management performance and output managem

7、ent services/help desk change and configuration management, inventory and asset management application management 3.3.5 the host system 1. host system performance, can meet the needs of various applications, high performance to price ratio. 2. the host system has a mechanism for storing backups, nee

8、ds information stored in the system, as well as key home security needs. 3. critical hosts should take into account multiple aspects of cluster needs. 3.3.6 factory net 1. goals: broadband multimedia, office, production and research to provide the best environment and platform, built state of the ar

9、t network connecting all department offices, workshops and laboratories. 2. network functions: support for broadband multimedia services; provide advanced platform for production, commerce, scientific research; provide a good environment for academic exchange, and high speed internet cernet,chinanet

10、, quick access to the internet, exchange information with counterparts at home and abroad, work in concert and exhibition company, factorybranch network, the internet, supporting ddn,fr,isdn,pstn and satellite data network connections. 2. network management system: the system planning, supervision,

11、design and control of the use of network resources and activities, is achieve optimal network performance, including the following aspects: performance management: the multifaceted network performance monitoring and management, to ensure that the performance of the internet to maintain at a high lev

12、el. configuration management: monitoring and configuration of network information. account management: measure the utilization of network resources. fault management: detection, registration, prompt the user to network failures and, if possible, automatically repair network problems. safety manageme

13、nt: according to the staff of planning to control network access protection network will not be easily broken. remote access management: including equipment management, user rights management, access management for remote users. network security: network security from the physical layer, network lay

14、er, application layer, and many levels of consideration, and have the perfect virus protection. 3.3.4 system resources of management system in intelligent of factory construction many application of based shang, to makes all application can smooth, efficient of run, while makes whole factory distrib

15、ution of computer resources get concentrated, and full and monitoring, must for whole computer systems established a perfect of system monitoring platform, makes user can through this platform achieved on whole system of full management, these management including: security management network manage

16、ment event/state/exception management database management detection work flow management storage management performance and output management services/help desk change and configuration management, inventory and asset management application management 3.3.5 the host system 1. host system performance

17、, can meet the needs of various applications, high performance to price ratio. 2. the host system has a mechanism for storing backups, needs information stored in the system, as well as key home security needs. 3. critical hosts should take into account multiple aspects of cluster needs. 3.3.6 facto

18、ry net 1. goals: broadband multimedia, office, production and research to provide the best environment and platform, built state of the art network connecting all department offices, workshops and laboratories. 2. network functions: support for broadband multimedia services; provide advanced platfor

19、m for production, commerce, scientific research; provide a good environment for academic exchange, and high speed internet cernet,chinanet, quick access to the internet, exchange information with counterparts at home and abroad, work in concert and exhibition company, factory技 術(shù) 交 底 記 錄 編 號(hào)01-01-c2-

20、010表c2-1工程名稱管莊鄉(xiāng)新村建設(shè)（一期）d區(qū)10#住宅樓工程交底日期2011/11/10施工單位北京市朝陽(yáng)田華建筑公司第十五分公司分項(xiàng)工程名稱模板工程交底提要地下室模板安裝材料準(zhǔn)備、施工工藝、質(zhì)量保證措施交底內(nèi)容：一、材料要求1.1 1220*2440mm的覆膜竹編板、100100mm、50100mm的方木、防水穿墻螺栓、普通穿墻螺栓、483.5mm架子管、碗扣式腳手架、可調(diào)頂托、扣件、pvc套管及錐形堵頭、海綿條及腳手板、脫模劑等。二、施工準(zhǔn)備2.1技術(shù)準(zhǔn)備：板進(jìn)場(chǎng)驗(yàn)收厚度15mm，表面光滑平整、無(wú)脫落、劃痕、周邊無(wú)翹曲、開膠現(xiàn)象。2.2機(jī)具準(zhǔn)備：壓刨、臺(tái)鋸、平刨、單頭扳手、空壓機(jī)、手

21、電鋸、手電刨、1220mm手電鉆、長(zhǎng)150及175mm鋼絲鉗、錘子、活動(dòng)扳手、砂輪切割機(jī)、墨斗、粉線帶、線錘、撬棍、450mm，500 mm及550mm水平尺、2m鋼卷尺、23m直尺、2m靠尺、零配件和工具箱等。 2.3作業(yè)準(zhǔn)備：2.3.1進(jìn)行測(cè)量彈線工作，彈好樓層墻身線、門洞口位置線及標(biāo)高線、墻、柱邊線及水平控制線，并辦好預(yù)檢手續(xù)。2.3.2柱子、墻、梁鋼筋綁扎完畢；水電管線、預(yù)留洞、預(yù)埋件已安裝完畢綁好鋼筋保護(hù)層墊塊。并辦完隱預(yù)檢手續(xù)。2.3.3工序交接：復(fù)核線、地錨、施工縫處理等工作。2.3.4組織好施工人員，并對(duì)施工人員進(jìn)行技術(shù)、安全交底。2.3.5施工行走的馬道須支設(shè)牢固，并經(jīng)安全驗(yàn)

22、收。三、模板施工工藝：3.1墊層模板墊層厚度為100mm，墊層模板采用100100mm方木刨光，沿建筑物外墻皮向外400mm設(shè)置墊層模板，方木外側(cè)用鋼筋棍釘入土中進(jìn)行加固，間距1m。3.2導(dǎo)墻及底板側(cè)模板施工：基礎(chǔ)底板施工時(shí)外圈同時(shí)澆筑外墻導(dǎo)墻，外墻導(dǎo)墻高300mm，底板外側(cè)為磚砌240mm寬防水保護(hù)墻，采用mu10砌塊，m5水泥砂漿從底板墊層砌筑，墻高為1100mm，內(nèi)側(cè)抹1：2.5水泥砂漿。底板立面防水卷材貼好后翻到外面，上面壓兩皮磚保護(hù)。考慮混凝土澆筑時(shí)側(cè)壓力，磚胎模外側(cè)回填800厚2：8灰土，上部用木方與坡壁支撐。導(dǎo)墻模板的支設(shè)必須考慮其定位的準(zhǔn)確性、支設(shè)的垂直度和加固的穩(wěn)定性，才能保

23、證接槎的吻合性。導(dǎo)墻及底板側(cè)模支模做法詳見下圖：3.3集水坑及電梯井基坑模板支設(shè)：集水坑及電梯井采用12mm竹膠板拼成桶狀，次龍骨為50mm100mm木方250mm橫向設(shè)置，主龍骨為483.5鋼管 600mm縱向設(shè)置，并在上下方向用鋼管和可調(diào)頂托設(shè)水平支撐3道。下底沿周圈用12mm竹膠板模板封底，竹膠板底模上留2個(gè)100的洞口以作振搗與出氣用。并用鋼絲與底板上鐵做好拉結(jié)固定，防止?jié)仓炷習(xí)r模板上浮。底模與上鐵鋼筋之間墊好鋼筋保護(hù)層墊塊。做法詳見下圖：底板集水坑及電梯井基坑模板支設(shè)節(jié)點(diǎn)圖3.4門、窗洞口胎模3.4.1地下部分門窗洞口采用15mm厚多層板和50mm厚白松木制作。側(cè)面用木螺絲將竹膠

24、板固定在木板上，木螺絲要凹入竹膠板表面平。在洞口四周的墻筋上增設(shè)附加筋，在附加筋上點(diǎn)焊鋼筋支撐，用鋼筋支撐頂住洞口模板，洞口模板水平支撐間距控制在600mm以內(nèi)，并加設(shè)45斜撐確保剛度要求，以防止洞口模板的偏移與變形。安裝洞口模板時(shí)，嚴(yán)格按位置線安裝，檢查合格后方可合墻體模板。其角用定型角鋼固定，擰緊螺栓，做法詳見下圖：3.4.2本工程箱、盒洞口尺寸0.25以上的洞口按有鋼抱角制作，洞口尺寸0.25m2以下的采用刨光白松板釘成符合要求的木盒，內(nèi)角用小木方固定四周木板，以方便拆除，不至于在拆除時(shí)破損洞口砼棱角。3.4.3門窗洞口模板在安裝中必須借助結(jié)構(gòu)鋼筋做多點(diǎn)可靠定位，防止洞口位移，保證洞口尺

25、寸準(zhǔn)確，四角方正不扭曲。3.4.4拆模后進(jìn)行嚴(yán)格清理；重新調(diào)節(jié)至理想定型尺寸，以便下次周轉(zhuǎn)。運(yùn)轉(zhuǎn)及吊裝過(guò)程中應(yīng)避免砸撞現(xiàn)象，吊裝要合理，防止支撐變形。3.4.5門洞口底部定位筋在頂板澆砼時(shí)預(yù)埋14鋼筋頭（嚴(yán)禁在墻柱主筋上焊接）3.4.6胎模四周焊定位鋼筋，并進(jìn)行拉結(jié)，防止上浮。3.4.7支模前必須彈好位置線，抄好標(biāo)高控制點(diǎn)，在洞口兩側(cè)設(shè)兩點(diǎn)，以便于量測(cè)標(biāo)高。3.4.8按照門窗洞口模位置線將洞口模就位，以鋼筋50線及樓板面的門窗洞口位置線為依據(jù)，在鋼筋上拉線，調(diào)整其高度，并用線錘吊垂直，然后用木楔子臨時(shí)固定，用“u”型套子焊頂棍將其加固定，見下圖：3.5墻體模板3.5.1墻體模板采用12mm竹編

26、板，。3.5.2墻模板構(gòu)造：主龍骨為248500的鋼管，次龍骨為248400水平鋼管。墻模的兩面用m16的對(duì)拉螺桿拉固（外墻的對(duì)拉螺桿須帶有76765止水鋼片）。墻模的支撐采用鋼管斜拉支撐，墻內(nèi)面的支撐與底板上的予埋地錨鋼筋（底板上為焊接在馬鐙上的鋼筋）連接固定。為了保證整體墻模剛度和穩(wěn)定性，沿高度方向設(shè)三道拋地斜撐，從而形成了整套的墻體模板體系。3.5.3對(duì)拉螺桿：對(duì)拉螺桿的長(zhǎng)度為：墻體厚度+450 mm（兩端各鈑牙100mm）；帶有止水片的對(duì)拉螺桿在與混凝土兩個(gè)表面處穿錐形堵頭。因墻體高度較高，地面向上的墻體高度一半的高度范圍內(nèi)的對(duì)拉螺桿的每端采用兩只緊固螺母，以防止炸模。不帶有止水片的對(duì)

27、拉螺桿穿墻時(shí)加塑料套管，以便重復(fù)使用。對(duì)拉螺桿的水平間距為500mm、豎向間距為500mm。3.5.4工藝流程：彈線安裝門窗洞口模板安裝一側(cè)墻模就位清掃墻內(nèi)雜物安裝就位另一側(cè)墻模板（雙面模）安裝豎楞及斜撐固定緊固穿墻螺栓調(diào)整固定辦預(yù)檢1、按位置線安裝門窗洞口模板，下預(yù)埋件。2、把一面模板按位置線就位，然后安裝拉桿或斜撐，安裝穿墻螺栓（內(nèi)墻穿塑料套管）。3、清掃墻內(nèi)雜物，安裝另一側(cè)模板，調(diào)整斜撐（拉桿）使模板垂直后，擰緊穿墻螺栓。4、模板安裝完畢后，檢查一遍扣件、螺栓是否緊固，模板拼縫及下口是否嚴(yán)密，辦理預(yù)檢。5、墻模支設(shè)見下圖3.6樓板模板工藝流程：搭設(shè)支架安裝橫縱龍骨 調(diào)整樓板下皮標(biāo)高及起拱

28、鋪設(shè)模板檢查模板上皮標(biāo)高、平整度。3.6.1頂板、陽(yáng)臺(tái)采用15mm厚多層板，碗扣架支撐體系，鋼支架立桿上設(shè)可調(diào)頂托。板厚160mm主龍骨采用100mm100mm1200mm（立桿支撐縱橫間距）單面刨光方木，次龍骨選用50mm100mm250mm雙面刨光方木。為保證頂板的整體混凝土成型效果，將整個(gè)頂板的竹膠板按同一順序、同一方向?qū)p平鋪，必須保證接縫處下方有龍骨，且拼縫嚴(yán)密，表面無(wú)錯(cuò)臺(tái)現(xiàn)象。當(dāng)頂板跨度4m時(shí)，模板用可調(diào)支撐起拱，起拱高度為全跨長(zhǎng)度的2（如4m起拱高度8mm），保持四邊平直?？照{(diào)板用鋼管扣件搭設(shè)支撐。3.6.2頂板模板的邊龍骨在靠墻一側(cè)應(yīng)刨平，用單面膠條粘貼木方，使木方與墻無(wú)縫隙，

29、防止漏漿。3.6.3支搭滿堂紅鋼管架，立管間距9001200mm，第一根立桿距墻300mm，以后按照水平拉桿長(zhǎng)度設(shè)置立桿，橫管第一根距地300mm，以上步距按設(shè)置。3.6.4為了保證頂板支撐的上下對(duì)齊，繪制立桿位置平面圖，根據(jù)點(diǎn)位在支設(shè)時(shí)下墊50100mm的長(zhǎng)方木，長(zhǎng)度不少于500mm，以使其上部荷載不致集中傳遞到下層樓板上。3.6.5頂部采用碗扣架+u托，根據(jù)墻上彈出頂板模的板底線，調(diào)整u托到要支設(shè)的標(biāo)高高度，要使每根支撐保持垂直，不允許出現(xiàn)偏移、偏心受壓現(xiàn)象。3.6.6支撐支設(shè)好并穩(wěn)固后先在支撐u托上放置100*100木方，然后在垂直100*100木方方向由一側(cè)擺放50*100（立向）木方

30、，間距250mm；并依據(jù)50cm找平（或起拱）。頂板陰角拼縫采用竹膠板底加釘50*100刨光木方與墻體貼嚴(yán)（縫間貼海綿條）。3.6.7鋪設(shè)竹膠板，經(jīng)過(guò)裁割的板進(jìn)行封邊處理，以利于多次周轉(zhuǎn)使用。3.6.8模板鋪設(shè)完畢應(yīng)用水平儀測(cè)量模板標(biāo)高，起拱高度。3.6.9鋪設(shè)四周模板時(shí)，與墻齊平，加密封條，避免墻體“吃?！?，板模周轉(zhuǎn)使用時(shí)，將表面的水泥砂漿清理干凈，對(duì)變形和四周破損的模板及時(shí)修整和更換以確保接縫嚴(yán)密，板面平整；模板鋪完后，將雜物清理干凈，刷好脫模劑。3.7樓梯模板工藝流程：立桿、橫桿支設(shè)頂托及主次龍骨安裝鋪樓梯板模板樓梯板側(cè)模踏步模檢查標(biāo)高模板拆除3.7.1地下結(jié)構(gòu)樓梯模板采用現(xiàn)場(chǎng)配置，樓梯

31、踏步板及側(cè)板均采用40mm厚的大板配制外貼12mm厚竹膠板，踏步擋板三角木用50mm厚木跳板配制，并且刨光。底板采用15mm厚多層板配制，底楞用50mm100mm木方，縱向間距為250mm，橫向用100mm100mm木方用u型托卡卡住。3.7.2 立桿共設(shè)兩排，沿樓梯斜向支設(shè)，同時(shí)加設(shè)小橫桿，兩端與休息平臺(tái)立桿連接，以確保其穩(wěn)固性。3.7.3頂托放置后，依據(jù)兩側(cè)平臺(tái)標(biāo)高，旋轉(zhuǎn)頂托至適當(dāng)高度，將100mm100mm主龍骨沿短向方向架設(shè)，長(zhǎng)向架設(shè)50mm100mm次龍骨。3.7.4樓梯板模板采用15mm厚多層板，緊貼混凝土墻面處加貼海綿條，另一側(cè)模板應(yīng)自樓梯側(cè)邊長(zhǎng)出15cm，以固定側(cè)模。3.7.5

32、樓梯側(cè)模根據(jù)踏步尺寸，將多層板鋸成階梯狀，背面釘40mm厚的大板釘設(shè)在樓梯底模上，應(yīng)注意踏步高度正確、長(zhǎng)度分配均勻。踏步側(cè)模外側(cè)設(shè)斜支撐。3.7.6踏步模水平連接采用小木條，每側(cè)各一個(gè)，將相鄰兩塊踏步模板連接牢固。踏步模與墻體接觸處用50100mm木方固定，并和踏步模連接。3.7.7樓梯剪力墻墻體隨其他混凝土墻體一起支模和澆筑混凝土，樓梯梁頭在墻上留洞，樓梯梁豁采用預(yù)留木盒的方法進(jìn)行，待墻體混凝土施工完畢后拆除。梁豁模板的尺寸為梁的高、寬各減去2公分，墻體模板拆除后，拆下梁豁模板并用人工切修至樓梯梁的標(biāo)準(zhǔn)位置與尺寸。休息平臺(tái)板鋼筋預(yù)埋。待拆除此墻的模板后，剔出墻內(nèi)的樓梯休息平臺(tái)板鋼筋后，再綁扎

33、樓梯板鋼筋，支設(shè)樓梯板模板。3.7.8樓梯的支設(shè)須現(xiàn)場(chǎng)放樣，上下踢面應(yīng)錯(cuò)開兩個(gè)裝飾層的厚度。3.7.9樓梯模板支設(shè)做法詳見下圖樓梯模板支設(shè)示意圖3.8頂板水電預(yù)留洞口模板3.8.1頂板水電預(yù)留洞口模板固定：針對(duì)以往頂板水電預(yù)留洞口四周易漏漿影響混凝土外觀的缺點(diǎn)，本工程采用竹膠板加工成定型模板用勾頭螺栓緊固的方法。模板放入前刷脫模劑，以利于拆模時(shí)取出。做法詳見下圖：頂板水電預(yù)留洞模板做法3.9模板的拆除3.9.1在混凝土能保證其表面及棱角不因拆除模板而受損后，方可拆除側(cè)模模板。3.9.2現(xiàn)澆結(jié)構(gòu)拆模時(shí)所須混凝土強(qiáng)度序號(hào)結(jié)構(gòu)類型結(jié)構(gòu)跨度（m）按設(shè)計(jì)的混凝土立方體抗壓強(qiáng)度標(biāo)準(zhǔn)值的百分率（%）1板25

34、02，87581002梁87581003懸臂構(gòu)件1003.9.3技術(shù)部門依據(jù)同條件14d混凝土試塊強(qiáng)度值同意簽字后方可拆除頂板模板。3.9.4墻體模板拆除模板順序與安裝模板順序相反，先拆縱墻模板后拆橫墻模板，首先拆下穿墻螺栓，再松開地腳螺栓，使模板向后傾斜與墻體脫開。3.9.5頂板模板拆除后及時(shí)回頂梁、板。3.10施工縫留置與處理:3.10.1墻體水平施工縫地下室留置在基礎(chǔ)底板上300mm高處，外墻施工縫采用鋼板，其它部位留在板下平，板上平。所有內(nèi)外墻體交接處的施工縫留置在內(nèi)墻一側(cè)。墻體豎向施工縫留設(shè)采用竹木板與細(xì)目鋼絲網(wǎng)進(jìn)行攔設(shè)。連梁施工縫留置在連梁跨中1/3范圍。3.10.2頂板施工縫采用

35、專用模板，根據(jù)板厚、鋼筋的間距及直徑鋸成梳子板進(jìn)行封擋。3.10.4施工縫處理：在混凝土終凝硬化后，將墻上部30mm軟弱層剔除，剔鑿前在表面彈線，按線剔鑿，確保上口平整。剔鑿后沖洗干凈，二次澆筑前灑水濕潤(rùn)。頂板施工縫處鑿毛，剔鑿后沖洗干凈，二次澆筑前灑水濕潤(rùn)。四、質(zhì)量要求： 4.1模板及其支架必須有足夠的承載能力、剛度和穩(wěn)定性，能可靠地承受澆筑混凝土的重量、側(cè)壓力以及施工荷載。其支架支撐部分必須有足夠的支撐面積。如安裝在基土上，基土必須堅(jiān)實(shí)并有排水措施。4.2在澆筑混凝土前，木模板應(yīng)澆水濕潤(rùn)，但模板內(nèi)不得有積水。4.3模板拼縫嚴(yán)密，不得漏漿，拼縫寬度應(yīng)不大于2mm。4.4模板表面應(yīng)清理干凈，并

36、均勻涂刷脫模劑，不得有漏涂現(xiàn)象。4.5施工縫留置位置正確、封堵牢固。4.6澆筑混凝土前，模板內(nèi)的雜物應(yīng)清理干凈。模板的清理不得污染接茬部位的鋼筋及混凝土。4.7允許偏差項(xiàng)目詳下表：序號(hào)項(xiàng)目允許偏差（mm）檢查方法1軸線位移柱、墻、梁3鋼尺檢查2底模上表面標(biāo)高3水準(zhǔn)儀或拉線和鋼尺檢查3截面內(nèi)部尺寸柱、墻、梁3鋼尺檢查4層高垂直度5m3經(jīng)緯儀或吊線、鋼尺檢查5m5經(jīng)緯儀或吊線、鋼尺檢查5相臨兩板表面高低差2鋼尺檢查6表面平整度22 m靠尺和塞尺檢查7陰陽(yáng)角方正2方尺、塞尺順直2線尺8預(yù)埋鋼件中心線位移2鋼尺檢查9預(yù)埋管、預(yù)留孔中心線位移2鋼尺檢查10插筋中心線位移5鋼尺檢查11插筋外露長(zhǎng)度+10、

37、0鋼尺檢查12預(yù)埋螺栓中心線位置2鋼尺檢查13預(yù)埋螺栓外露長(zhǎng)度+5、-0鋼尺檢查14預(yù)留孔洞中心線位移5鋼尺檢查15預(yù)留孔洞尺寸+5、-0鋼尺檢查五、質(zhì)量保證措施：5.1墻模板：墻筋設(shè)定位卡具，定位卡具及墻體預(yù)留洞模板、穿墻螺栓套管均小于墻厚1mm。模板穿墻螺栓全部穿齊擰緊，上口應(yīng)加強(qiáng)支撐，防止上口尺寸偏大，下口在頂板施工時(shí)必須用2-3m刮杠找平并經(jīng)過(guò)復(fù)驗(yàn)，減少柱、墻抹砂漿找平層。5.2模板縫隙處：加強(qiáng)檢查，及時(shí)處理。5.3砼墻體表面粘結(jié)：由于模板清理不干凈，涂刷隔離劑不勻，拆模過(guò)早所造成。要求模板清理干凈，隔離劑涂刷均勻。5.4拆模要求：嚴(yán)格控制拆模時(shí)間及砼強(qiáng)度。拆模必須經(jīng)技術(shù)部以試塊強(qiáng)度為

38、準(zhǔn)，下發(fā)拆模通知單后方可拆模。5.5澆筑砼時(shí)，一次澆筑砼高度為0.43m，嚴(yán)禁一次澆筑過(guò)高。六、成品保護(hù)措施：6.1多層板運(yùn)輸堆放防止雨淋水浸；多層板嚴(yán)禁與硬物碰撞、橇棍敲打、鋼筋在上拖拉、振搗器振搗、任意拋擲等現(xiàn)象，以保證板面不受損壞；切割或鉆孔后的模板側(cè)邊要涂刷封邊漆，防止水浸后引多層板起層或變形；多層板模板使用后應(yīng)及時(shí)用清潔劑，嚴(yán)禁用堅(jiān)硬物敲刮板面及裁口方木陽(yáng)角；對(duì)操作面的模板要及時(shí)維修，當(dāng)板面有劃痕，碰傷或其它較輕缺陷時(shí)應(yīng)用專用膩?zhàn)忧镀健⒛ス猓⑺d-01環(huán)氧木模保護(hù)劑。6.2在澆筑砼時(shí)嚴(yán)禁用振動(dòng)棒直接振動(dòng)模板，以免造成模板變形。6.3拆下的鋼模板，如發(fā)現(xiàn)模板不平的或肋邊損壞變形，要

39、及時(shí)修理。6.4鋼模板在使用過(guò)程中要加強(qiáng)管理，分規(guī)格堆放，及時(shí)補(bǔ)涂防銹劑。6.5工作面已安裝完畢的墻模板，不準(zhǔn)在吊運(yùn)其它模板時(shí)碰撞，不準(zhǔn)在預(yù)拼裝模就位前作為臨時(shí)倚靠，以防止模板變形或產(chǎn)生垂直偏差。工作面已安裝完畢的平面模板，不可做臨時(shí)堆料和作業(yè)平臺(tái)，以保證支架的穩(wěn)定，防止平面模板標(biāo)高和平整產(chǎn)生偏差。6.6拆除模板時(shí)，不得用大錘、撬棍硬砸猛撬，以免砼的外形和內(nèi)部受到損傷。6.7拆模后，墻的陽(yáng)角必須做護(hù)角，護(hù)腳模每側(cè)寬200mm，用橫撐連接，護(hù)腳高度為1.8m。6.8模板吊運(yùn)就位時(shí)要平穩(wěn)、準(zhǔn)確，不得碰砸其它已經(jīng)施工完的部位，不得兜掛鋼筋。6.9澆筑砼時(shí)，要有專人看護(hù)模板，如發(fā)現(xiàn)模板傾斜、位移、局部

40、鼓脹時(shí)，要及時(shí)采取緊固措施，方可繼續(xù)施工。七、安全注事項(xiàng)：7.1進(jìn)入現(xiàn)場(chǎng)施工的操作人員必須戴安全帽，操作前做好現(xiàn)場(chǎng)工前安全交底。7.2所有施工人員進(jìn)入施工現(xiàn)場(chǎng)必須遵守安全文明施工的有關(guān)規(guī)定，嚴(yán)格按照安全技術(shù)操作規(guī)程進(jìn)行操作7.3施工前必須對(duì)施工班組進(jìn)行安全教育，經(jīng)考核合格后，方準(zhǔn)許進(jìn)場(chǎng)施工。7.4施工現(xiàn)場(chǎng)嚴(yán)禁吸煙，木工棚內(nèi)嚴(yán)禁煙火，并設(shè)消防設(shè)施。7.5施工過(guò)程中，應(yīng)上下呼應(yīng)，相互協(xié)調(diào)，防止模板、工具等高空墜落砸人，拆下的模板及時(shí)清理，防止扎腳。7.6木工機(jī)械應(yīng)有專人操作，防護(hù)裝置要齊全。7.7裝拆模板，必須有穩(wěn)固的登高工具，高度超過(guò)2m時(shí)，必須搭設(shè)腳手架、支撐架或操作平臺(tái)，必須支搭牢固。7.8

41、在立模時(shí)，緊固件、連接件、支撐件未安裝完畢前，不得站立在模板上操作。支模時(shí)應(yīng)遵守安全操作規(guī)程，支模間歇時(shí)應(yīng)將松開的部件和模板運(yùn)走，防止墜落傷人。7.9模板的預(yù)留孔洞、電梯井口等處，應(yīng)加設(shè)防護(hù)網(wǎng)，防止人員和物體墜落。7.10安裝墻柱模板時(shí)，要隨時(shí)支撐固定，防止傾覆，遇有中途停歇，要將已就位的模板、支承件連接穩(wěn)固，不得單擺浮擱。7.11在腳手架或操作臺(tái)上堆放模板時(shí)，要按規(guī)定碼放平穩(wěn)，防止脫落并不得超載，操作工具及模板連接件要隨手放入工具袋內(nèi)，嚴(yán)禁放在腳手架或操作臺(tái)上。7.12澆筑砼時(shí)，要有專人看護(hù)模板，如發(fā)現(xiàn)模板傾斜、位移、局部鼓脹時(shí)，要及時(shí)采取緊固措施，方可繼續(xù)施工。7.13拆模時(shí)，要逐塊拆卸，

42、不得成片撬落或拉倒，必要時(shí)要先設(shè)臨時(shí)支撐，然后進(jìn)行拆卸，拆下的模板和零件，嚴(yán)禁向樓層以下拋扔。7.14高空裝拆模板時(shí)，操作人員必須戴安全帶，除操作人員外，下面不得站人，并要設(shè)警示牌或紅色信號(hào)指示，作業(yè)區(qū)周圍及出入口處要設(shè)專人負(fù)責(zé)安全巡視。7.15機(jī)械操作人員必須嚴(yán)格執(zhí)行相應(yīng)機(jī)械的操作規(guī)程并按時(shí)保養(yǎng)。7.16施工現(xiàn)場(chǎng)設(shè)專職安全員，對(duì)施工現(xiàn)場(chǎng)進(jìn)行整體安全管理，發(fā)現(xiàn)問題及時(shí)整改。八、環(huán)保措施：8.1噪音的控制：在支拆模板時(shí)，必須輕拿輕放，上下、左右有人傳遞，嚴(yán)禁用鐵錘等敲擊模板。模板的拆除和修理時(shí)，禁止使用大錘敲打模板以降低噪音。以免噪音擾民。8.2模板工程采用無(wú)毒、無(wú)污染的脫模劑。嚴(yán)禁使用廢機(jī)油，

43、防止污染土地。裝脫模劑的塑料桶放置在專用倉(cāng)庫(kù)內(nèi)。8.3 模板拆除后，清除模板上的粘結(jié)物如砼等，現(xiàn)場(chǎng)要及時(shí)清理收集，堆放在固定堆放場(chǎng)地，積滿一車后集中運(yùn)到北京市垃圾集中堆放場(chǎng)。8.4模板內(nèi)鋸沫、灰塵等不得用高壓機(jī)吹，而用大型吸塵器吸，然后將垃圾裝袋送入垃圾場(chǎng)分類處理。branch network, the internet, supporting ddn,fr,isdn,pstn and satellite data network connections. 2. network management system: the system planning, supervision, desig

44、n and control of the use of network resources and activities, is achieve optimal network performance, including the following aspects: performance management: the multifaceted network performance monitoring and management, to ensure that the performance of the internet to maintain at a high level. c

45、onfiguration management: monitoring and configuration of network information. account management: measure the utilization of network resources. fault management: detection, registration, prompt the user to network failures and, if possible, automatically repair network problems. safety management: a

46、ccording to the staff of planning to control network access protection network will not be easily broken. remote access management: including equipment management, user rights management, access management for remote users. network security: network security from the physical layer, network layer, a

47、pplication layer, and many levels of consideration, and have the perfect virus protection. 3.3.4 system resources of management system in intelligent of factory construction many application of based shang, to makes all application can smooth, efficient of run, while makes whole factory distribution

48、 of computer resources get concentrated, and full and monitoring, must for whole computer systems established a perfect of system monitoring platform, makes user can through this platform achieved on whole system of full management, these management including: security management network management

49、event/state/exception management database management detection work flow management storage management performance and output management services/help desk change and configuration management, inventory and asset management application management 3.3.5 the host system 1. host system performance, can

50、 meet the needs of various applications, high performance to price ratio. 2. the host system has a mechanism for storing backups, needs information stored in the system, as well as key home security needs. 3. critical hosts should take into account multiple aspects of cluster needs. 3.3.6 factory ne

51、t 1. goals: broadband multimedia, office, production and research to provide the best environment and platform, built state of the art network connecting all department offices, workshops and laboratories. 2. network functions: support for broadband multimedia services; provide advanced platform for

52、 production, commerce, scientific research; provide a good environment for academic exchange, and high speed internet cernet,chinanet, quick access to the internet, exchange information with counterparts at home and abroad, work in concert and exhibition company, factorybranch network, the internet,

53、 supporting ddn,fr,isdn,pstn and satellite data network connections. 2. network management system: the system planning, supervision, design and control of the use of network resources and activities, is achieve optimal network performance, including the following aspects: performance management: the

54、 multifaceted network performance monitoring and management, to ensure that the performance of the internet to maintain at a high level. configuration management: monitoring and configuration of network information. account management: measure the utilization of network resources. fault management:

55、detection, registration, prompt the user to network failures and, if possible, automatically repair network problems. safety management: according to the staff of planning to control network access protection network will not be easily broken. remote access management: including equipment management, user rights management, access management for remote users. network security: network security from the physical layer, network layer, a