宿舍樓模板工程施工方案#工藝示意圖#模板計(jì)算書(shū)

1、施工組織設(shè)計(jì)施工組織設(shè)計(jì)/方案審查意見(jiàn)方案審查意見(jiàn)review comment on construction organization desion/method statement承包單位承包單位 contractor: 四川石油天然氣建設(shè)工程有限責(zé)任公司（四川石油天然氣建設(shè)工程有限責(zé)任公司（spc）監(jiān)理單位監(jiān)理單位 supervision company: 四川華成油氣工程建設(shè)監(jiān)理有限公司（四川華成油氣工程建設(shè)監(jiān)理有限公司（spcs）合同號(hào)合同號(hào) contract no.: cw682719 編號(hào)編號(hào) no.: cdb-0000-tec-pln-sc2-000-00000-00工程項(xiàng)目名

2、稱 engineering project name：川東北高含硫氣田工程chuandongbei high-sulfur gas field project方案描述 description of ms：鯤池倒班宿舍模板施工方案mould construction method statement of kunchi living quarter編制依據(jù) compilation basis：建筑施工模板安全技術(shù)規(guī)范jgj162-2008 ， 建筑施工扣件式鋼管模板支架技術(shù)規(guī)范db33/1035-2006， 建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范jgj130-2001mould construct

3、ion safety technical regulation jgj162-2008, fastener-style steel pipe falsework technical regulation db33/1035-2006 db33/1035-2006, fastener-style steel pipe scaffold technical regulation jgj130-2001編制總說(shuō)明 compilation instruction：為鯤池倒班宿舍模板施工準(zhǔn)備。preparation for kunchi living quarter mould construction

4、承包商報(bào)審意見(jiàn) comment for approval from contractor：承包單位 contractor（章 seal）： 項(xiàng)目負(fù)責(zé)人 project leader： 日 期 date： 審查意見(jiàn) review comment：項(xiàng)目監(jiān)理機(jī)構(gòu)project supervision organizationcdb 專業(yè)工程師cdb disciplined engineercdb qa 工程師cdb qa engineercdb hes 現(xiàn)場(chǎng)經(jīng)理cdb hes site managercdb 現(xiàn)場(chǎng)施工經(jīng)理cdb site construction manager簽字 sign 簽字

5、sign 簽字 sign 簽字 sign 簽字 sign 日期 date 日期 date 日期 date 日期 date 日期 date cdb-0000-tec-pln-sc2-000-00000-00川東北高含硫氣田工程川東北高含硫氣田工程chuandongbei high-sulfur gas field project鯤池倒班宿舍模板施工方案鯤池倒班宿舍模板施工方案mould construction method statement of kunchi living quarter 川慶油建公司川東北高含硫氣田工程施工項(xiàng)目部spc chuandongbei high-sulfur g

6、as field project construction department版次rev.編制 compiled日期 date2011-1-10審核 reviewed日期 date2011-1-10k01批準(zhǔn) approved日期 date2011-1-10目目 錄錄contents1. 工作范圍工作范圍 scope of work.22. 相關(guān)活動(dòng)和方案相關(guān)活動(dòng)和方案 related activities & method statements .22.1 相關(guān)程序文件和方案相關(guān)程序文件和方案 relevant procedure documents and method stat

7、ements.22.2 主要標(biāo)準(zhǔn)規(guī)范主要標(biāo)準(zhǔn)規(guī)范 main standard specifications.23. 健康、安全與環(huán)境健康、安全與環(huán)境 health, safety &environmental .33.1 風(fēng)險(xiǎn)評(píng)估風(fēng)險(xiǎn)評(píng)估 risk assessment.33.2 hse 要求要求 hse requirements.33.3 應(yīng)急救援應(yīng)急救援 emergency response.34. 培訓(xùn)和人員資質(zhì)培訓(xùn)和人員資質(zhì) training and competency of personnel.45. 工藝工藝 process.45.1. 模板設(shè)計(jì)模板設(shè)計(jì) mould de

8、sign.45.2. 結(jié)構(gòu)參數(shù)及模板排架設(shè)計(jì)結(jié)構(gòu)參數(shù)及模板排架設(shè)計(jì) structural parameter and mould arrangement design.55.3. 地下墻板模板設(shè)計(jì)地下墻板模板設(shè)計(jì) underground wallboard mould design.65.4. 柱、梁節(jié)點(diǎn)模板設(shè)計(jì)柱、梁節(jié)點(diǎn)模板設(shè)計(jì) column, beam joint mould design.65.5. 頂板模板設(shè)計(jì)頂板模板設(shè)計(jì) top slab mould design.75.6. 梁模板設(shè)計(jì)梁模板設(shè)計(jì) beam mould design.75.7. 墻模設(shè)計(jì)墻模設(shè)計(jì) wall mould

9、 design.85.8. 樓梯模設(shè)計(jì)樓梯模設(shè)計(jì) staircase mould design.85.9. 墻體模板安裝墻體模板安裝 wall body mould installation.105.10 模板質(zhì)量控制模板質(zhì)量控制 mould quality control.135.11 安全生產(chǎn)及文明施工保證措施安全生產(chǎn)及文明施工保證措施 safety production and civilized construction insurance measures.156 模板計(jì)算書(shū)模板計(jì)算書(shū) mould calculation sheet.206.1 梁模板扣件鋼管高支撐架計(jì)算書(shū)梁模板扣件

10、鋼管高支撐架計(jì)算書(shū) beam mould fastener steel pipe high support bracket calculation sheet.276.2 柱模板支撐計(jì)算書(shū)柱模板支撐計(jì)算書(shū) column mould support calculation sheet.386.3 墻模板的木模板計(jì)算書(shū)墻模板的木模板計(jì)算書(shū) wood mould of wall mould calculation sheet.426.4 樓板模板計(jì)算書(shū)樓板模板計(jì)算書(shū)floorslabtemplate calculations.466. 質(zhì)量監(jiān)視質(zhì)量監(jiān)視 quality surveillance.54

11、7. 人員安排人員安排 personnel.547.1 組織機(jī)構(gòu)組織機(jī)構(gòu) organization.547.2 工作職責(zé)工作職責(zé) responsibilities.547.2 溝通溝通 communications.558 設(shè)備設(shè)備 equipment .559 材料材料 materials.5510 報(bào)告和記錄報(bào)告和記錄 reporting and records.5511 行動(dòng)關(guān)閉行動(dòng)關(guān)閉 close out of activities.551.工作范圍工作范圍 scope of work此方案適用于鯤池倒班公寓模板施工。this program applies tokunchi livi

12、ng quarter mould construction2.相關(guān)活動(dòng)和方案相關(guān)活動(dòng)和方案 related activities & method statements2.1相關(guān)程序文件和方案相關(guān)程序文件和方案 relevant procedure documents and method statements 健康環(huán)保和安全管理體系cdb-0000-hes-pcd-sc2-000-00001-00 health and safety plan cdb-0000-hes-pcd-sc2-000-00001-00 hse 培訓(xùn)標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-0000

13、2-00 hse training standard cdb-0000-hes-pcd-sc2-000-00002-00 高處作業(yè)安全管理標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-00006-00 high place safety management standard cdb-0000-hes-pcd-sc2-000-00006-00 個(gè)人防護(hù)用品管理標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-00008-00 ppe management standard cdb-0000-hes-pcd-sc2-000-00008-00 工具箱會(huì)議標(biāo)準(zhǔn)cdb-0000-hes-p

14、cd-sc2-000-00009-00 tool box meeting standard cdb-0000-hes-pcd-sc2-000-00009-00 腳手架作業(yè)安全管理標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-00010-00 scaffold work safety management standard cdb-0000-hes-pcd-sc2-000-00010-00 臨時(shí)用電安全管理標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-00018-00 temporary electric safety management standard cdb-0000-h

15、es-pcd-sc2-000-00018-00 雪佛龍作業(yè)許可證標(biāo)準(zhǔn) chevrons work permit standard2.2主要標(biāo)準(zhǔn)規(guī)范主要標(biāo)準(zhǔn)規(guī)范 main standard specificationsjgj130-2001 建筑施工扣件式鋼管腳手架安全技術(shù)規(guī)范； jgj130-2001 fastener-style steel pipe scaffold technical regulation dgjj08-016-2004 鋼管扣件水平模板的支撐系統(tǒng)安全技術(shù)規(guī)程； dgjj08-016-2004 steel fastener standard mould supportin

16、g system safety technical regulation直縫電焊鋼管 （gb/t13793） 、 低壓流體輸送甲焊鋼管 （gb/t3092） 、 碳素結(jié)構(gòu)鋼（gb/700） 、鋼管腳手架扣件 gb/5831-2006；longitudinal electric resistance welded steel tubes （gb/t13793）, low-voltage liquid delivery self weld steel pipe（gb/t3092）, carbon construction steel（gb/700）, steel pipe scaffold fas

17、tener gb/5831-2006鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范gbj17-88 steel construction design regulation gbj17-88鋼結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范 （gb50205-2001）steel construction quality acceptance regulation （gb50205-2001）建筑施工模板安全技術(shù)規(guī)范jgj162-2008 mould construction safety technical regulation jgj162-2008建筑施工扣件式鋼管模板支架技術(shù)規(guī)范db33/1035-2006 fastener-style s

18、teel pipe mould support technical regulation db33/1035-2006建筑結(jié)構(gòu)荷載規(guī)范gb50009-2001construction load regulation gb50009-2001gb50204-2002 混凝土結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范；gb50204-2002 concrete structure construction and acceptance regulationjgj80-91 建筑施工高處作業(yè)安全技術(shù)規(guī)范； jgj80-91 height work safety technical regulationjgj46-200

19、5 施工現(xiàn)場(chǎng)臨時(shí)用電安全技術(shù)規(guī)范； jgj46-2005 temporary electricity safety technical regulationjgj59-99 建筑施工安全檢查標(biāo)準(zhǔn)； jgj59-99 construction safety inspection standard本工程施工圖紙.construction drawings of the project3.健康健康、安全安全與環(huán)境與環(huán)境 health, safety &environmental3.1風(fēng)險(xiǎn)評(píng)估風(fēng)險(xiǎn)評(píng)估 risk assessment此方案中的所有單項(xiàng)工作都應(yīng)與承包商的單項(xiàng) jsa，風(fēng)險(xiǎn)分析和每

20、天開(kāi)始工作前進(jìn)行的工具箱會(huì)議相符。all individual tasks mentioned in this method statement will be subject to individual jsa, risk assessments and toolbox talks by contractor in-situ before work commences on a daily basis.3.2hse 要求要求 hse requirements施工前應(yīng)按雪佛龍作業(yè)許可證標(biāo)準(zhǔn)辦理好工作許可。obtain the work permit by the chevrons work p

21、ermit standard before construction.此方案中的所有單項(xiàng)工作都應(yīng)與承包商的單項(xiàng) jsa，風(fēng)險(xiǎn)分析和每天開(kāi)始工作前進(jìn)行的工具箱會(huì)議相符。all individual tasks mentioned in this method statement will be subject to individual jsa, risk assessments and toolbox talks by contractor in-situ before work commences on a daily basis.所有人員都應(yīng)參加了適應(yīng)的安全培訓(xùn)并佩戴 ppe,如作為最低要

22、求的安全帽，鋼頭鞋，安全眼鏡和工作服。all personnel will have undergone applicable safety training and wear ppe i.e. safety helmet, steel toed safety boots, safety glasses and coveralls as the minimum requirement and gloves and high visibility vests shall be worn where necessary。作業(yè)時(shí)，應(yīng)有 hse 管理人員現(xiàn)場(chǎng)監(jiān)督執(zhí)行。hse manage staff

23、should supervise the job site while operation.3.3應(yīng)急救援應(yīng)急救援 emergency response施工作業(yè)現(xiàn)場(chǎng)配備急救箱。急救箱內(nèi)包含的內(nèi)容應(yīng)符合川東北項(xiàng)目要求。first-aid kit will be needed on construction site. contains in first-aid kit will be conforming to requirements of chuandongbei project.在施工中若發(fā)生緊急事件，按照事故管理程序cdb-0000-hes-pcd-sc2-000-00014-00 進(jìn)行

24、上報(bào)。if emergency happens in construction, report procedure will be accordance with accident management procedure cdb-0000-hes-pcd-sc2-000-00014-00.如遇到任何醫(yī)療、安保意外或安全事件、事故，工作人員應(yīng)按照相關(guān)程序聯(lián)系以下人員。聯(lián)系人先后順序的選擇應(yīng)本著對(duì)處理事件或傷者最有利的方式。workers will contact following personnel in accordance with corresponding procedures if

25、 any unexpected medical, security incidents or accidents happen. the sequence of contact shall be based on the best interest of handling the incidents or the injured.聯(lián)系單位(所在地址)contact (location)聯(lián)系電話tel numberspc 急救電話（宣漢處理廠內(nèi)）spc emergency contact (in xunahan gas plantdb 南壩安全控制中心cdb nanba

26、 safety control cente0818-3951111救護(hù)中心聯(lián)系電話（南壩境內(nèi)）emergency center ( in nanba0818-5520999現(xiàn)場(chǎng)健康安全環(huán)保經(jīng)理 廖哲（高橋）gaoqiao site hse manager: liao zh護(hù)中心聯(lián)系電話（開(kāi)縣境內(nèi)）emergency center (in the kaixian023-52663222應(yīng)急救援按照應(yīng)急總預(yù)案cdb-0000-hes-pln-sc2-000-00001-00 執(zhí)行。execute

27、 emergency response in accordance with general plan of emergency rescue cdb-0000-hes-pln- sc2-000-00001-00.4.培訓(xùn)和人員資質(zhì)培訓(xùn)和人員資質(zhì) training and competency of personnel承包商為所有人（包括其分包商人員）提供所有的監(jiān)督人員和必要的 hse 培訓(xùn)。并且讓所有人員在進(jìn)場(chǎng)施工前都必須經(jīng)過(guò)入場(chǎng)培訓(xùn)且合格。承包商應(yīng)負(fù)責(zé)此方案中所描述活動(dòng)的執(zhí)行。contractor shall provide all supervisors, the required hs

28、e training to all personnel including subcontractor personnel. all personnel shall have an hse passport prior to mobilization to site. contractor shall take responsibility for execute described activities in this method statement.任何人在接受相應(yīng)培訓(xùn)前都不能擅自動(dòng)用設(shè)備或從事相關(guān)工作。特殊工種作業(yè)人員必須取得相應(yīng)工作的資質(zhì)證件，且報(bào)審合格。anybody can no

29、t utilize equipments arbitrarily or do relevant works prior to accept related trainings. operators of special works must obtain relevant qualification certification of corresponding works and qualified in verification before work.人員培訓(xùn)應(yīng)遵循h(huán)se 培訓(xùn)標(biāo)準(zhǔn)cdb-0000-hes-pcd-sc2-000-00002-00。staff training should

30、 based on the hes training standard cdb-0000-hes-pcd-sc2-000-00002-00操作人員進(jìn)場(chǎng)施工前應(yīng)參加 cdb 的 hse 培訓(xùn)，并取得相關(guān)證件。operator should attend the hse training by cdb and obtain relevant vouchers before operation.腳手架搭設(shè)人員應(yīng)取得相關(guān)工作證書(shū)。scaffold setup personnel should obtain relevant working voucher.電工應(yīng)取得相關(guān)工作證書(shū)。electrician

31、 should obtain relevant working voucher.5.工藝工藝 process 5.1.模板設(shè)計(jì)模板設(shè)計(jì) mould design基礎(chǔ)梁與剪力墻模板 foundation beam and shear wall mould 基礎(chǔ)梁與承臺(tái)模板 foundation beam and bearing platform mould（1）本工程副樓基礎(chǔ)為鉆孔樁，樁承臺(tái)、柱、基礎(chǔ)梁，平臺(tái)板為梁板結(jié)構(gòu)?；A(chǔ)梁用木模板，電梯井做磚胎膜。 the foundation of deputy building is drilling pile, the pile bearing pl

32、atform, column, foundation beam and flat plate are beam and slab structure. the foundation beam takes wooden mould, the elevator well is brick membrane.（2）本工程主樓獨(dú)立基礎(chǔ)在靠近地基第一臺(tái)階時(shí)采用標(biāo)準(zhǔn)磚做磚模，其余部分采用鋼模板或者木模板。using the standard brick as the brick mould for the first step nearby the independent foundation of ma

33、in building; using the steel mould or wooden mould for the remaining parts.具體做法： 在基坑開(kāi)挖時(shí)，測(cè)量員隨基坑開(kāi)挖速度跟蹤測(cè)量，并根據(jù)基礎(chǔ)梁翻樣圖及時(shí)用白灰線放出基礎(chǔ)梁位置線，用機(jī)械開(kāi)挖梁槽，人工清底，挖到基礎(chǔ)梁設(shè)計(jì)墊層標(biāo)高時(shí)及時(shí)用 c15 砼澆筑墊層，在墊層上施放梁內(nèi)邊線。而后開(kāi)始砌筑梁胎模，砌筑到底板底標(biāo)高時(shí)進(jìn)行梁胎模外回填，回填質(zhì)量必須達(dá)到規(guī)范要求，在基礎(chǔ)磚胎模內(nèi)側(cè)支設(shè)模板，上口標(biāo)高為底板底標(biāo)高，而后補(bǔ)澆墊層砼，并壓實(shí)抹光。 specific method: measure in comply with the

34、 excavation, and pay off the foundation beam position line with lime per the foundation beam drawings; excavate the beam trench with machine and clean manually, pour the cushion with c15 concrete while excavating till the design cushion elevation and paying off the beam edge line on the cushion. mas

35、onry the beam membranes till the elevation of bottom slab prior to backfilling, the backfilling should satisfy the regulation, set the mould on the interior side of foundation brick membrane, the back cut elevation is equivalent to the bottom slab elevation, then pour the cushion concrete, compact a

36、nd polish. 導(dǎo)墻模板： 導(dǎo)墻模板面層采用 18 厚膠合板，外側(cè)用 50100木方作龍骨，外側(cè)加 2 根48 鋼管，間距 600，用 14 螺栓與鋼管連接。 guide mould: use the 18mm glued board as the surface, the 50100 mould as keel at the exterior side, add two48 steel, the space 600, connect the14 bolt with the steel.5.2.結(jié)構(gòu)參數(shù)及模板排架設(shè)計(jì)結(jié)構(gòu)參數(shù)及模板排架設(shè)計(jì) structural parameter and

37、 mould arrangement design 柱模板設(shè)計(jì)，鯤池倒班公寓一層層高 3.96m，二至七層層高 3.6m，地下室層高 4.68m，柱斷面尺寸為 800800 及 600600，柱高以 3.6m-4.68m 計(jì)，柱模采用雙鋼管做柱箍，柱箍500。 column mould design, the height of first floor is 3.96m, the height from second floor to seventh floor is 3.6m, the basement floor height is 4.68m, the column section si

38、ze is 800800 and 600600, the column height is calculated between 3.6m-4.68m; using double steel pipe hoop 500 as the column mould. 樓板排架模板 樓板板厚為 120mm，排架立桿間距為 1.0m，立桿步距為 1.80m，應(yīng)設(shè)立體剪刀撐。 floor slab bent frame mould: the thickness of floor slab is 120mm, the space between bent frame poling is 1.0m, the

39、pace is 1.80m, and three-dimensional bridging should be set.梁模板及支架設(shè)計(jì) 梁斷面尺寸：該工程副樓梁最大截面梁按 3001500 計(jì)，梁底立桿橫向間距為 0.60m（梁底增加一根立桿） ，沿梁跨度方向間距為 0.60m，立桿步距為 1.80m。 主樓梁最大截面梁為 350900，梁底立桿橫向間距為 0.60m（梁底增加一根立桿） ，縱向沿跨度間距為 0.40m，立桿步距為 1.80m。小于等于 250x400 梁底可不設(shè)立桿，其他梁底均應(yīng)設(shè)立桿。beam mould and support design beam section s

40、ize: the beam section of deputy building is calculated per 3001500, horizontal space between beam poling is 0.60m (add one poling at the beam bottom), the space along the direction of beam span is 0.60m, the pace between poling is 1.80m. the maximum section beam of main building is 350900, horizonta

41、l space between beam poling is 0.60m (add one poling at the beam bottom), the space along the direction of beam span is 0.40m, the pace between poling is 1.80m. set the poling at the beam bottom except the beam bottom which is no greater than 250x400.5.3.地下墻板地下墻板模板設(shè)計(jì)模板設(shè)計(jì) underground wallboard mould

42、design地下室外墻板，墻斷面為 3004680，計(jì)算高度為 4680，采用鋼模板，50100 木檁條200（豎向設(shè)置） ，采用 483.2 雙鋼管圍檁400（橫向布置） ，設(shè) 16 對(duì)拉片 7 道，豎向間距400mm，水平間距400。 underground exterior wall board, the wall section is 3004680, calculate height is 4680, use steel mould, 50100 wood purlin 200 (vertical set); use 483.2 double steel tube purlin 40

43、0 (horizontal set), set 7 lines of 16 pairs pulling-on pieces, the vertical space is 400mm, the horizontal space is 400mm.5.4.柱、梁節(jié)點(diǎn)模板設(shè)計(jì)柱、梁節(jié)點(diǎn)模板設(shè)計(jì) column, beam joint mould design梁柱接頭模板采用四塊用多層板制作帶梁豁的柱模組合而成。梁豁模板制作時(shí)，緊靠梁豁周邊的模板背后加 50100 木方，木方必須雙面刨平直，在木方與多層板組成的平面上加一塊 50 寬多層板，多層板一邊必須與梁豁多層板內(nèi)側(cè)對(duì)齊，且與背楞木方固定牢固。梁豁以

44、下的柱模長(zhǎng)度不小于100。beam column joint mould is composed with beam and column mould made by 4 multi-layer boards. while fabricating, add 50100 wood at the backside of mould around the beam joint, the wood must be straight at both sides; add 50 multi-layer board on the surface composed by wood and multi-boar

45、d, align one side of the multi-layer board with the interior side of beam multi-layer board, and tightly fast with back wood. the length of column mould below the beam joint is no less than 100. 多層板模板、背楞模板是一個(gè)固定在一起的梁豁模板，一個(gè)梁柱接頭的四塊帶梁豁的模板采用公母扣模，用母扣模頂緊公扣模，這樣保證合模嚴(yán)實(shí)。在梁豁下，用柱箍（100100 刨平木方）將柱模四面抱死。 multi-laye

46、r mould and back mould are the beam joint moulds fastened together, the beam joint mould of beam column joint is the male and female buckle mould, tight the male buckle with the female buckle. use column hoop (100100 planed mood) lock the column mould. 梁的底模和側(cè)模與梁豁相接時(shí)，要與梁豁周邊貼上的 50 寬多層板靠緊平接，且與梁豁周邊雙面刨光的

47、木方牢固固定，然后加固梁底模和梁側(cè)模（見(jiàn)下圖） 。while connecting the bottom mould, side mould and beam joints, tightly connect with the 50 multi-layer board around the beam joints, and fixed with the planed wood; then reinforce the beam bottom mould and side mould (per below).柱頭模板安裝示意圖pier head mould installation diagram5

48、.5.頂板模板設(shè)計(jì)頂板模板設(shè)計(jì) top slab mould design頂板模板選用普通多層板，龍骨選用50100的木方，間距為300，木方表面刨平以保證與模板接合面平整。the top slab mould is normal multi-layer board, the keel is 50100 wood, the space is 300, ensure the level off by using the planed wood.頂板及梁模安裝支設(shè)時(shí)，應(yīng)先搭設(shè)滿堂腳手支撐，其高度依據(jù)各層高度和梁的截面高度及頂板的厚度而定，滿堂腳手用鋼管支撐，為考慮到多層板的接縫，在接縫處必須用50

49、100的木方，便于接縫并固定梁的截面尺寸。滿堂腳手架立桿支撐距墻邊300左右，立桿橫、縱向間距800，并設(shè)置水平橫桿，橫桿布置距底端200，往上步距1800左右，（180mm、250厚頂板下采用雙扣件）。按混凝土結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范規(guī)定gb502042002的要求，現(xiàn)澆鋼筋混凝土板，當(dāng)跨度等于或大于4000時(shí)，模板應(yīng)起拱，起拱高度為全跨長(zhǎng)度的1/10003/1000，因此頂板支模時(shí)，應(yīng)考慮起拱的要求，起拱的具體做法為：用鋼管腳手架,上部加可調(diào)支撐,以調(diào)整高度,木板作輔助,以滿足頂板起拱要求。when install the top slab and beam mould, set compl

50、ete scaffold whose height should in accordance with the height of each floor, beam section and thickness of top slab; use steel pipe as the scaffold and put 50100 wood at the joints in order to better connect and fix. the space between the scaffold and wall is around 300mm, the horizontal and vertic

51、al space of poling is 800mm; set horizontal rail, the pace between horizontal rail and bottom is 200mm, pace upward is 1800mm (use double fastener under the 180mm, 250mm top slab). per concrete structural construction and acceptance regulation gb502042002, when the span is no less than 4000mm, the m

52、ould should be cambered whose height is 1/10003/1000 the height of span length. the specific method: use steel pipe scaffold with adjustable support on the upside to adjust height, use wood board to assist.5.6.梁模板設(shè)計(jì)梁模板設(shè)計(jì) beam mould design 采用梁側(cè)模包底模，樓板模壓梁側(cè)模法施工。 use beam side to cover the bottom mould,

53、 floor mould presses the side beam mould. 梁側(cè)模及底模采用多層板，墻、梁、板模板相連處，模板支設(shè)應(yīng)保證接縫嚴(yán)密。 use multi-layer board as beam side and bottom mould, ensure the tightly connection at the joint of wall, beam and board mould. 梁側(cè)模采用50100木方做背楞，當(dāng)梁高小于600時(shí)，間距取600，當(dāng)梁高大于600時(shí)，間距宜400，且沿梁長(zhǎng)度方向設(shè)48鋼管做水平背楞，梁中央和梁底模下口應(yīng)設(shè)14拉桿一道，（梁高1500中間

54、設(shè)2道16螺栓）抵抗砼的側(cè)壓力；拉桿間距為：當(dāng)梁高600時(shí)，間距為800；當(dāng)梁600時(shí)，間距為600。梁中部拉桿外加塑料套管，可以使拉桿拆卸后周轉(zhuǎn)使用。梁側(cè)向加斜向鋼管支撐，以確保梁模穩(wěn)定，間距為900。大梁下扣件為了增加防滑系數(shù)采用雙扣件方式。 the beam side use 50100 wood as the back, when the beam height is less than 600mm, space 600; when the beam height is greater than 600mm, space 400; use48 steel pipe as the hor

55、izontal back along the beam length direction, set one 14 pull rod at the end opening of the beam center and beam bottom mould, (beam height1500, set two16 bolts in the middle) resist the concrete side pressure; the space of pull rods: when the beam height is 600, the space is 800mm; when the beam he

56、ight is greater than 600mm, the space is 900. to increase the anti-slip parameter, use double fastener under the beam. 梁底模鋪在50100木方上，（或用50厚木板），間距根據(jù)梁寬尺寸而定一般為200-300之間。梁模支撐也采用鋼管腳手架，并與頂板支撐聯(lián)成整體。按混凝土結(jié)構(gòu)工程施工及驗(yàn)收規(guī)范規(guī)定gb502042002的要求，現(xiàn)澆鋼筋混凝土梁，當(dāng)跨度等于或大于4000時(shí)，模板應(yīng)起拱，起拱高度為全跨長(zhǎng)度的1/10003/1000（梁板支撐詳見(jiàn)附圖）。pave beam bottom

57、 mould on the 50100 wood (or 50 thick wood board), the space is generally between 200-300mm. use steel scaffold as the beam mould support and connect with top slab. per concrete structural construction and acceptance regulation gb502042002, when the span is no less than 4000mm, the mould should be c

58、ambered whose height is 1/10003/1000 the height of span length. (beam board support, see attachment for detail)后澆帶跨模板不得早拆，后澆帶下模板不拆除，等后澆帶混凝土澆筑后再拆除，按下圖方法支設(shè)。（如果沒(méi)有調(diào)節(jié)螺栓支模的設(shè)備，后澆帶部位可以用立桿搭接方法，搭接長(zhǎng)度1m，搭接部位用三只旋轉(zhuǎn)扣件連接）the post-cast strip mould should not to removed early until the concrete pouring, installation

59、method per map below. (if no adjustable bolt supporting mould equipment, take poling connection method at the post-cast strip, the connection length 1m, connect the joints with 3 whirling fasteners).5.7. 墻模設(shè)計(jì)墻模設(shè)計(jì) wall mould design墻模板采用普通多層板模板，豎肋用50100木方，間距400，圍檁采用雙排483.2的鋼管，間距400400。 the wall mould

60、is normal multi-layer board, the vertical rib is 50100 wood, the space is 400mm, the circuit purlin is double row 483.2 steel pipe, the space is 400400.混凝土墻體拐角（陰角）處是模板施工的難點(diǎn)，本工程為確保陰角方正，考慮配置陰角模。陰角模用多層板做面板，角模大小在300300較為合適，角模拐角及兩豎邊框均用通長(zhǎng)木方釘牢，豎肋木方間加釘橫向木方，橫向木方間距600左右，這樣即可保證角模的牢固及角度的準(zhǔn)確。 the mould construction at the corne