The C in GRC component is fast hardening sulphoaluminate cement, which belongs to one of the components of fast hardening high strength cement series in characteristic cement. It uses the clinker with anhydrous calcium sulphoaluminate (3ca.3al2o3.caso4 abbreviated as C4A3S) and dicalcium silicate as the main components to participate in the early hardening cementation data made of appropriate amount of gypsum by grinding. It is called sulphoaluminate fast hardening cement. The performance is: the initial setting time is less than 25min and the final setting time is more than 380m2 / kg The strength is 425, 525 and 625. The strength of GRC products depends not only on the strength of cement, but also on the external dimension of a single piece and the filler ratio. If it is determined by the configuration of different rib support structures (such as bamboo bars, etc.), the manufacturer will also stop the scientific skeleton configuration according to the building demand. When GRC members talk about strength, they should first talk about cement strength. Cement strength is an important criterion for evaluating cement quality and an important basis for classifying cement grades. Cement strength refers to the ability of cement mortar to accept external force damage. It is one of the important physical properties of cement, which is expressed by map (megapascal). The strength of cement can be divided into three kinds: compressive strength, flexural strength and tensile strength, all of which refer to the large stress of cement mortar when it is subjected to compression damage, bending damage and tensile damage.

grc構(gòu)件中的C為快硬硫鋁酸鹽水泥，屬于特性水泥中快硬高強(qiáng)水泥系列中的成分一種，它以無(wú)水硫鋁酸鈣(3Ca.3Al2O3.CaSO4簡(jiǎn)寫(xiě)為C4A3S)和硅酸二鈣為主要成分的熟料參加適量石膏磨細(xì)制成的早強(qiáng)水硬性膠凝資料.稱(chēng)為硫鋁酸鹽快硬水泥.性能為:比外表>380m2/Kg初凝〈25min、終凝〈3h，強(qiáng)度為425、525、625。GRC制品的強(qiáng)度除取決于水泥強(qiáng)度外，還取決于單件外表尺寸及填料比，配置不同的筋骨支撐構(gòu)造(如竹筋鋼筋等)所決議的，廠家也會(huì)依據(jù)建筑需求停止科學(xué)的骨架配置。裝修用的GRC構(gòu)件應(yīng)該是glass-fiber reinfored concrete. 既增加型玻璃纖維混凝土,里面的C for concrete, not for cement.

The C in GRC component is fast hardening sulphoaluminate cement, which belongs to one of the components of fast hardening high strength cement series in characteristic cement. It uses the clinker with anhydrous calcium sulphoaluminate (3ca.3al2o3.caso4 abbreviated as C4A3S) and dicalcium silicate as the main components to participate in the early hardening cementation data made of appropriate amount of gypsum by grinding. It is called sulphoaluminate fast hardening cement. The performance is: the initial setting time is less than 25min and the final setting time is more than 380m2 / kg The strength is 425, 525 and 625. The strength of GRC products depends not only on the strength of cement, but also on the external dimension of a single piece and the filler ratio. If it is determined by the configuration of different rib support structures (such as bamboo bars, etc.), the manufacturer will also stop the scientific skeleton configuration according to the building demand. The GRC component for decoration shall be glass fiber reinforced concrete

grc構(gòu)件留意事項(xiàng)當(dāng)GRC構(gòu)件自重小于25kg時(shí)，裝置銜接點(diǎn)不少于4個(gè)，采用上下后左右銜接;當(dāng)GRC構(gòu)件自嚴(yán)重于25kg時(shí)，每增加10kg，應(yīng)少增加兩個(gè)銜接點(diǎn);銜接點(diǎn)間距不得大于400mm。

Notes for GRC members: when the self weight of GRC members is less than 25kg, there shall be no less than 4 connection points of the device, which shall be connected from top to bottom and left to right; when the self weight of GRC members is more than 25kg, at least two connection points shall be added for every 10kg added; the distance between connection points shall not be more than 400mm.

建筑物銜接構(gòu)造為現(xiàn)澆混凝土構(gòu)造，實(shí)踐強(qiáng)度等級(jí)大于C20級(jí)，厚度大于1.5hef(hef為有效錨固深度不應(yīng)小于50mm)，且大于100mm時(shí)采用，直徑不低于8mm的錨栓，或收縮螺栓，不契合上述請(qǐng)求時(shí)，應(yīng)對(duì)建筑物銜接構(gòu)造停止構(gòu)造實(shí)驗(yàn)或加固，采用透墻對(duì)穿螺栓加錨板固定,印字膠帶。

The connection structure of the building is cast-in-place concrete structure. The practical strength grade is greater than C20, and the thickness is greater than 1.5hef (HEF is the effective anchorage depth should not be less than 50mm). When it is greater than 100mm, the anchor bolt with a diameter of not less than 8mm, or the shrinkage bolt should be used. If it does not meet the above requirements, the structure experiment or reinforcement of the connection structure of the building should be stopped, and the through wall bolt and anchor plate should be used for fixation, Printing tape.

建筑物銜接構(gòu)造為實(shí)心塊狀砌體構(gòu)造，GRC構(gòu)件砌體強(qiáng)度大于Mu7.5，砂漿強(qiáng)度大于M5，砌體厚 度大于等于370mm采用置換塊，置換塊應(yīng)采用C20級(jí)以上收縮細(xì)石混凝土灌注，厚度240mm,商標(biāo)轉(zhuǎn)讓?zhuān)叨群蛯挾炔恍∮?40mm.錨栓應(yīng)裝置在置換塊中心位置,模型制造，不契合上述請(qǐng)求之一時(shí)，應(yīng)對(duì)建筑物銜接構(gòu)造停止構(gòu)造驗(yàn)算或加固，采用透墻對(duì)穿螺栓加錨板固定。

The connecting structure of the building is solid block masonry structure, GRC component masonry strength is greater than MU7.5, mortar strength is greater than M5, masonry thickness is greater than or equal to 370mm, replacement block shall be poured with C20 grade shrinkage fine stone concrete, thickness is 240mm, trademark transfer, height and width are not less than 240mm. Anchor bolt shall be installed in the center of replacement block, If the model manufacturing does not meet one of the above requirements, the structural checking calculation or reinforcement shall be stopped for the connection structure of the building, and the through wall through bolt and anchor plate shall be used for fixation.

grc構(gòu)件制造裝置GRC構(gòu)件轉(zhuǎn)角、邊口處應(yīng)設(shè)置不低于?4的通長(zhǎng)連續(xù)刻痕鋼絲增強(qiáng);幾何尺寸大于400 mm的GRC構(gòu)件應(yīng)配置鋼筋網(wǎng)，其鋼筋直徑不小于?6、間距不大于400 mm;GRC構(gòu)件幾何尺寸不宜超越1000mm，當(dāng)超越1000 mm時(shí)，鋼筋的直徑和間距由構(gòu)造設(shè)計(jì)肯定。

GRC component manufacturing device GRC component corner and edge opening shall be set with full-length continuous scoring steel wire reinforcement of not less than? 4; GRC component with geometric size greater than 400mm shall be equipped with steel mesh, with steel diameter not less than? 6 and spacing not greater than 400mm; GRC component with geometric size not greater than 1000mm, when exceeding 1000mm, the diameter and spacing of steel bars shall be determined by the structural design.

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