【正文】 he figure as below).a、模板選用[22槽鋼支護(hù)，沿著槽鋼每隔1500mm焊一道鋼筋連接翼緣，以便加固使用（見下圖）。b. The trial blending of the pavement concrete is performed strictly according to the design requirement.b、嚴(yán)格按照設(shè)計(jì)要求進(jìn)行路面砼進(jìn)行試配。終凝前最后一道收光（以手指觸試控制時(shí)間）。Schematic diagram of cutting seam切縫示意圖Center line of pavement路中心線Cutting seam切縫Width of pavement路寬(6) Maintenance of concrete plate⑥混凝土板養(yǎng)護(hù)：Maintenance can be performed within 12 hours after the construction of the concrete plate, a maintenance method for watering the plastic film for 2 to 3 times around one day and night is adopted, and the moist time is kept for over 7 days. The maintenance of the concrete plate should be guarded by speciallyassigned persons, and no entry for strangers。 the longitudinal seam is reserved in a 4,500mm form during the casting of the concrete pavement。路緣石按照路緣石模數(shù)拼排，砌筑完后采用1:3水泥砂漿填縫，間縫隙為2mm。4） Excavated earthwork is transported outwards to the assigned spoil ground.④開挖土方全部外運(yùn)至指定棄土場。 and if the storage time is long, the lime should be covered for sealing to be kept properly.石灰：要符合Ⅲ級(jí)以上石灰各項(xiàng)技術(shù)指標(biāo)的要求，采用消解后的石灰，石灰要分批進(jìn)料，做到既不影響施工進(jìn)度，又不過多存放，盡量縮短堆放時(shí)間；如存放時(shí)間稍長應(yīng)予覆蓋，并采取封存措施，妥善保管。d. The limefly ash crushed stone stable layer is paved by using a paver, and the elevation of paving is 30mm higher than the preset height to prevent the limefly ash crushed stone stable layer from not meeting the design elevation due to excessive sedimentation elevationd、二灰碎石穩(wěn)定層采用攤鋪機(jī)攤鋪，攤鋪標(biāo)高預(yù)高30mm，以免壓路機(jī)碾壓后，沉降標(biāo)高過大，而不滿足設(shè)計(jì)標(biāo)高。Water: drinking water can be used, and if suspicious water sources occur, it should be assayed and authenticated by related departments.水：凡飲用水皆可使用，遇有可疑水源，委托有關(guān)部門化驗(yàn)鑒定。在選材上應(yīng)做到質(zhì)量經(jīng)濟(jì)比較，在滿足質(zhì)量要求的前提下，力求經(jīng)濟(jì)。2) The original soil is pacted, and the coefficient of paction is .②老土夯實(shí)。b、路緣石選用C25砼預(yù)制道牙，具體尺寸為320120990mm；c. Before the kerbs are built, pass line hanging operation should be performed according to the side line on the outer side, so that the kerbs are built according to the pass line on the outer side. C20 fine stone concrete which is 30mm in thickness is paved at the bottom of the kerbs. The kerbs are spliced and arranged according to a kerbmodule, and seams among the kerbs are filled by using cement mortar of 1:3 after the kerbs are built. After the strength meets the requirement, soil can be backfilled.c、路緣石砌筑前應(yīng)按照外側(cè)邊線進(jìn)行通線，根據(jù)外邊通線進(jìn)行砌筑。拆模應(yīng)由木工進(jìn)行，不得損壞混凝土的邊角，盡量保持模板的完整，特別是接縫位置，要由專人進(jìn)行拆除。停止切割時(shí)，應(yīng)先關(guān)閉旋鈕開關(guān)、將刀片提至砼路面，停止運(yùn)轉(zhuǎn)。 during the secondary press polish, grinding is performed by using a polishing machine, the deformation and unevenness of abrasive discs of the polishing machine should be avoided, the grinding is performed from one end at which the concrete is cast to the other end, the intersection lengths of the abrasive discs every two times are not less than 20cm, and grinding miss positions do not occur. The polishing is performed by two operators, one person is responsible for holding the machine to ensure the stability of the polishing machine, and the other person moves a power cord. e、砼路面壓光應(yīng)分三道工藝，澆筑完成后第一道初磨平；澆筑完成后3小時(shí)第二道壓光；第二道壓光采用，磨光機(jī)進(jìn)行磨平，磨光機(jī)磨片要求無變形且無凹凸現(xiàn)象，磨光時(shí)由先澆筑砼一端開始磨向另一端，每兩次磨片相交不少于20cm，且無漏磨處。c. The mounting of a longitudinal seam pull rod: the pull rod is arranged in aФ141000 form and is anchored on the stable layer directly by using the reinforcements and is welded firmly.c、縱縫拉桿安裝：按Ф141000設(shè)置，拉桿加固采用鋼筋直接錨固于穩(wěn)定層，焊接牢固。e. Adopt 20t road roller for lamination (in rotation type) in laminating, with paction times not less than 2 times.e、碾壓采用20t壓路機(jī)碾壓（振動(dòng)型），壓實(shí)次數(shù)不少于2遍。 and a crosswise stretching seam according to the 。 and the paction parameter of warehouse terrace is ≥.（3） 路槽基底壓實(shí)系數(shù)≥；倉庫地坪基底壓實(shí)系數(shù)≥。3. Technology quality requirements: 工藝質(zhì)量要求：The plan controlling pile should ply with precision requirements of secondorder traverse。以施工圖、施工規(guī)范、質(zhì)量標(biāo)準(zhǔn)、操作規(guī)程作為組織施工的指導(dǎo)文件。特殊工種持證上崗，按時(shí)入場后迅速進(jìn)入工作狀態(tài)。二灰碎石穩(wěn)定層232。rammed earth232。roadside backfill室外道路具體施工順序：測(cè)量放樣232。 4. Measuring group: conduct horizontal control and axis control on the site, and retest the site elevation and axis coordinate. 測(cè)量組:嚴(yán)格按照施工專項(xiàng)方案、規(guī)范及設(shè)計(jì)圖紙要求,對(duì)現(xiàn)場進(jìn)行水平控制、軸線控制、對(duì)現(xiàn)場高程及軸線坐標(biāo)進(jìn)行復(fù)測(cè)。 (2) Relevant materials have been prepared.（2） 相關(guān)材料已準(zhǔn)備完善。pipe laying232。基槽處理232。polyethylene waterproof laying232。表層處理（打磨、吸塵、面層均勻鋪灑金剛砂、表面硬化）。自行車棚根據(jù)現(xiàn)場實(shí)際情況穿插進(jìn)行。The rechecking method is adopting total station instrument to conduct traverse closure according to the coordinate points offered by the proprietor, with the horizontal coordinate control plying with precision requirements of secondorder traverse and elevation control deviation plying with precision requirements of thirdorder level, which are controlling points in construction measuring.復(fù)核方法為采用全站儀根據(jù)業(yè)主給出的坐標(biāo)點(diǎn)進(jìn)行導(dǎo)線閉合，平面坐標(biāo)控制符合二等導(dǎo)線精度要求，高程控制誤差符合三等水準(zhǔn)精度要求，作為施工測(cè)量控制點(diǎn)。 professional personnel in measuring should choose proper whether condition to measure, which can ensure a god intervisibility for all pile positions, avoiding influences from construction machines and personnel。② During site excavation, construction workers should conduct wholeprecess control according to the excavating borderline.②現(xiàn)場開挖時(shí)，施工員應(yīng)根據(jù)開挖邊線進(jìn)行全程控制。c. Choose 50120mm diameter rubbles, and use excavator for pavement after the rubbles are transported to the site. People cooperate for trimming, with the predicted height of rubble filling elevation being 3050mm, which avoids settling elevation being excessively long and not meeting the design elevation after road roller laminating.c、塊石選用粒徑為50~120mm塊石，塊石運(yùn)至現(xiàn)場后，使用挖機(jī)攤鋪，人工配合修整，塊石填筑標(biāo)高預(yù)高30~50mm，以免壓路機(jī)碾壓后，沉降標(biāo)高過大，而不滿足設(shè)計(jì)標(biāo)高。[22 channel steel [22槽鋼Steel bar of Φ20 b. Pass line hanging operation is performed according to the side line of the pavement, and back of the channel steel is leveled and straight along a pass line.b、按照路面邊線進(jìn)行通線，槽鋼背面沿著通線持平順直。c. Before casting, the final finished surface is calculated according to the slope settling requirement of the designed pavement, the elevation of the concrete pavement is measured at arch camber in the middle of the side form, and control points are set at intervals of 3m。f