鋼承板其鋼材應(yīng)符合小屈服強(qiáng)度235N/mm2。冷軋成型前，鋼板應(yīng)經(jīng)連續(xù)性熱浸鍍鋅，其鍍鋅量應(yīng)符合275g/m2。（正反面） 鋼板實(shí)際厚度不得小于設(shè)計(jì)厚度的95%。

The steel of steel bearing plate shall meet the small yield strength of 235n / mm2. Before cold rolling forming, the steel plate shall be Continuously hot-dip galvanized, and the galvanized amount shall meet 275g / m2. (front and back) the actual thickness of steel plate shall not be less than 95% of the design thickness.

設(shè)計(jì)

Design

鋼承板除可用為板模外，并可視為樓板所需的全部正向鋼筋及一部分的溫度鋼筋。復(fù)合樓板應(yīng)能承受所規(guī)定的設(shè)計(jì)活載。 承板厚度應(yīng)符合設(shè)計(jì)圖紙的規(guī)定。 承板其小慣性矩及小截面模數(shù)應(yīng)符合設(shè)計(jì)圖紙的規(guī)定。

In addition to being used as plate formwork, the steel bearing plate can also be regarded as all positive reinforcement and part of temperature reinforcement required by the floor slab. The composite floor shall be able to bear the specified design live load. The thickness of bearing plate shall comply with the provisions of design drawings. The small moment of inertia and small section modulus of the bearing plate shall comply with the provisions of the design drawings.

施工

construction

為能提供正向彎矩時(shí)所需的鋼鋼承板與混凝土間足夠的握裹力（Keybond），鋼承板其斷面擁有連續(xù)性的楔形肋(dovetail-shaped ribs), 此楔形肋為51mm深，底部開(kāi)口16mm，頂部寬35mm，肋間距190mm。鋼承板應(yīng)盡可能按三跨或三跨以上的連續(xù)跨方式施工。鋼承板應(yīng)依制造廠商的建議及設(shè)計(jì)圖紙施工。

In order to provide sufficient bonding force between steel bearing plate and concrete required for positive bending moment, the section of steel bearing plate has continuous wedge-shaped ribs, which are 51mm deep, 16mm open at the bottom, 35mm wide at the top and 190mm apart. The steel bearing plate shall be constructed as a continuous span of three spans or more as far as possible. The steel bearing plate shall be constructed in accordance with the manufacturer's suggestions and design drawings.

能鋼承板側(cè)向搭接應(yīng)采用點(diǎn)焊或螺栓固定，固定點(diǎn)間距不得大于90cm。 能鋼承板可充當(dāng)板模，所應(yīng)承受的載重為板自重及100kg/m2的施工均布活載。若遇特殊或較重的施工載重，由鋼承板允許的無(wú)支撐跨距應(yīng)相應(yīng)減小。施工中應(yīng)避免較重的集中荷載混凝土澆筑前，在人員走動(dòng)較頻繁的區(qū)域，應(yīng)鋪設(shè)步道板，以免鋼承板受損或變形。

The lateral lap of energy steel bearing plate shall be fixed by spot welding or bolts, and the spacing of fixed points shall not be greater than 90cm. The energy-saving steel bearing plate can be used as the plate formwork, and the load it should bear is the plate self weight and the construction uniformly distributed live load of 100kg / m2. In case of special or heavy construction load, the unsupported span allowed by the steel bearing plate shall be reduced accordingly. Heavy concentrated load shall be avoided during construction. Before concrete pouring, footpath plate shall be laid in the area where people move frequently to avoid damage or deformation of steel bearing plate.

臨時(shí)中間支撐

Temporary intermediate support

應(yīng)當(dāng)依照多能鋼承板大無(wú)支撐跨距表的建議，設(shè)計(jì)所需的臨時(shí)中間支撐，而臨時(shí)支撐必須等到混凝土達(dá)75%設(shè)計(jì)抗壓強(qiáng)度后方可拆除。

The temporary intermediate support required shall be designed according to the recommendations of the large unsupported span table of multi-energy steel bearing plate, and the temporary support must not be removed until the concrete reaches 75% of the design compressive strength.

施工

construction

使用鋼承板時(shí)，混凝土內(nèi)不得有含氯的添加劑。灌漿前，鋼承板面的雜物(不含剪力釘?shù)拇商?、油脂以及其他不利于混凝土附著的物質(zhì)應(yīng)清除干凈。混凝土的設(shè)計(jì)抗壓強(qiáng)度應(yīng)不小C20，其坍落度應(yīng)介于10cm至12.5cm，以確保足夠的水分，使鍍鋅鋼板與混凝土之間的握裹達(dá)到大的效果，并使混凝土的收縮達(dá)到小。

When steel bearing plates are used, there shall be no chlorine containing additives in the concrete. Before grouting, the sundries (excluding the porcelain sleeve of shear nail), grease and other substances unfavorable to the adhesion of concrete on the steel bearing plate surface shall be removed. The design compressive strength of concrete shall not be less than C20, and its slump shall be between 10cm and 12.5cm, so as to ensure sufficient moisture, so as to achieve large effect of gripping between galvanized steel plate and concrete and small shrinkage of concrete.