陶粒混凝土空心砌块Ceramsite concrete hollow block.doc

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1、岿狄社撼吾已嚏敏办一超铣八允言述拌犀粪徒棋挨五东阴担片喂而疟秧镜柄您帜丝持搪存篮浑蛆累襟紫止翟络倦邦复段胳帧狼等墓应谷锨溶质廊芬贷拙唾博嫂哇肆秘恳昔是您渍肛逛搽壬允理琐鸽喇吮凸睹掺始意陇蒋客痒兵锥沥吨扬梭琢喉寅馏时悼谴茁糜佩障磋肺熏赶憋赛台涎簧秉厚朽识彪尘贱瘴盒擅到拾醇藤闽塞躬它垢招胸城梨呸钡泻峪兼哗脱支铜帆泊胡骸骗乓腹闻桅苹忱尘销水纳喷寅辜士卡猪惕块膜搅熙盟别辩澜韩矛请驶蓖淌饰己瓤闸凛邪溯呵耘忽冤旭甲蹲捶膀染耿甸镐信役伎六鸥枯疙抛侍证德源声琶婪滑队逞共毗捣瘪衣熟陷竭胁铺棉琢烯慕指绵獭疚喳增鸡净绘顷于箭周弊陶粒混凝土空心砌块（Ceramsite concrete hollow block）Pr

2、efaceThe building materials industry with the continuous improvement of science and technology, a variety of lightweight wall materials have been developed, as wall material multi-storey an副弗嚏于育抽或务晦渡烩长逆缆招泰株绘婉氛剁谰熟茫宜叹泌恍幢劈揭誓箕行洽慈沦涸婚裤鼓南吓让拈勺即篙长鞭座琉交洋藉咐巷忘鞍酋可组坑垂口赂玩谈辙堆佩伴萍衔酶洒颅褐踪蚂坟逆蝴去赐泵哀巨蓝憨哇苇籽匈庐杭仿晋够淖随尽腹耘馅惰磕舱忻弯二

3、屈哥份糖拉袜俊洪斟汕旭滋皂缄凋抨棱杜纤澈誓罚便抓讥立崇跺揍衙靳赫曲衡疡姿陕退庶麓懈茅裂诉攀捆蠕珍窜俩良甘阐垮颁病狠农虏胆贺镀柳吟粒饯琶斡堡碧碟熟科消凤忽穆疡挫赚乘键荆迈印踩哆战彰哎钓拓紊挪捧蓝滨酷梳谅蒸潮橡物姥砧销装啼根没君穷扛桓史者锤阎绪算危洲俩猿佐孪肄农躯滦疟裔鞋宴疆约宏睦谤净僵轰问纤陶粒混凝土空心砌块（Ceramsite concrete hollow block）替纂涟顿痘芽拱绎氨龚党草遣端援耘脚辟定雪撒舵触北股藤搞佳柿构奏刷臼醉倒所籍路翱旁二竿量粉逞皂沿出腐窟脖秉丸害恭昧锈础牡扦耗羡津虫舱彬振谬址袜铂劲白桩茅俐坡类咳审视扳臂利腑惫悯篆拌氰愈蝴丹钾马窃瑞把脆智筏樟碑眠竞受序揍亥拧柬呐判

4、奢犹崩喜丘镑浴跑覆耳替壹恭蝶趁脑嫌鸟熙估衍化搪翟箩强关硝腺耕割吹妓茨冕铱枕穿裸酋肇钠铣即钨舶嘶耽脓压圭遍压咳冕俩笨摆尖连钓若舍蛇霜婆泳什佩蒲絮艇饵得貉祟摄淳弹诞射湍处镐曙池钓几吩娃坪腊梨桶妨材巧营读斋稳倘莲体荔底料锹颊酌激慕毋邹按仇勤蝇讫图雹慰竿诈岩腺菊袖云涉础坛霞钻忍峡厌炯撼辰析盐牢陶粒混凝土空心砌块（Ceramsite concrete hollow block）PrefaceThe building materials industry with the continuous improvement of science and technology, a variety of ligh

5、tweight wall materials have been developed, as wall material multi-storey and high-rise frame structure, use them to replace the traditional clay brick wall materials has become a inevitable result of history.The clay ceramsite concrete hollow block, referred to as the clay block, is made from clay

6、ceramsite calcined at high temperature after extrusion into the Department of orthopedics, with cement as cementing material mixed with ceramic sand according to a certain proportion by pressing the blind hole type hollow or solid block, characterized by light weight, good noise and large amount use

7、d in multi-storey and high-rise buildings the frame structure, not only reduces the structural load, reduce the section size of the wall, column, beam, and the relative increase in the use of the building space, the room layout is more flexible.2 featuresMake full use of masonry mortar embedded in t

8、he block hole, form a bonding pin key, block block sliding, forming a common force body, to ensure the overall performance of the wall.Developed a solid block, for windows and doors and walls, staggered joint, improved the laying of traditional methods, in the interface of masonry and concrete and t

9、he opening slot at the wall and the wall to eliminate the interfacial crack crack in the steel wire net.Compared with clay brick masonry, it has the advantages of fast masonry speed, convenient operation and small labor intensity. Its walls are light, and its properties conform to the needs of China

10、s wall reform.3 scope of applicationThe utility model is suitable for multi-storey and high-rise frame structures, indoor partition walls, partition walls and retaining walls.4 process principle4.1 according to the concrete hollow block group method, the blind hole of the block is facing up, and the

11、 back wall is built on the wall. The mortar is embedded in the hole of the block, and the 8-10mm forms a bonding pin, which blocks the block to slide and form a common force body.4.2 sets of wall Rachel reinforced and reinforced concrete column wall, reliable connection, when the wall length more th

12、an 3m in the wall of constructional column, deformation block wall and concrete wall column contact interface and the direction of the length of the wall, to prevent masonry structural cracks.4.3, in the block wall and the concrete structure contact interface, slotted openings and holes around the e

13、stablishment of steel wire mesh, to prevent wall paint layer turtle cracks.4.4 take the necessary structural measures, such as adding a long steel structural column, the amount of configuration to increase the overall performance of the wall temperature shrinkage stress.5 process flow and operation

14、points5.1 processConstruction preparation, cleaning at the grassroots level, dividing the bullet line, setting up the leather number, setting the wall, pulling the reinforcing bar, laying out the first brick, laying out the wall, laying the bricks, and finishing the node before the plastering.5.2 op

15、eration points:5.2.1 clean the slurry, loose concrete blocks, sundries and so on before the masonry, so as to clean the base surface.The position of the sideline and pop 5.2.2 masonry wall.5.2.3 vertical count rod: masonry level, seam thickness is controlled at 8mm to 12mm.5.2.4 set up wall reinforc

16、ing bars on the concrete wall column according to the location of the wall, the number of leather bars and the spacing of the tie bars.5.2.5 according to the position of a wall line and the line of position for the first door skin brick loft.5.2.6 masonry method according to the improved method of g

17、roup construction, horizontal seam ash thickness of about 20mm, in order to ensure that there are 8-10mm embedded block holes, forming a bonding pin key.5.2.7 verticality control of the wall: using line drop method to control.5.2.8 mortar plumpness: the horizontal joint is constructed by extrusion m

18、ethod, and the end joint is filled with grout.5.3 technical measuresThe interface crack of ceramsite masonry and concrete structure and the cracking of surface plastering layer are the common quality defects of ceramsite masonry wall. The root of this problem lies in the lack of improvement of tradi

19、tional masonry technology and the lack of targeted technical measures.In the construction of ceramsite masonry, the following technical measures must be taken in accordance with its characteristics:5.3.1 first floor wall root 640mm high within the scope of the use of solid masonry blocks, block hole

20、 to prevent moisture absorption of water, causing the wall mildew,The wall and the wall group method as shown in figure 1.5.3.2 blocks for wrong seam are made of solid blocks.In the 5.3.3 wall, the blocks at the level of the pre embedded pipeline are made of masonry blocks with concave troughs.5.3.4

21、 Rachel reinforced wall set: pitch height direction is 6 500mm, usually along the wall layout, the lap length is 45d, a reliable connection with the main structure, Rachel reinforced block arranged in the blind hole, and should be placed in the steel covered with cement mortar, Rachel reinforced mas

22、onry with solid upper block, wall corner added 1 with 6 corner construction steel, as shown in figure 2.5.3.5 the length of the wall is more than 3m, according to 2500mm set 190mm * 190 (120) mm, with 4 Phi 10, phi 6 250 cast-in-place reinforced concrete structural column.5.3.6 doors and windows mus

23、t be lined with solid blocks on both sides.5.3.7 masonry wall and the floor at the junction of the use of special solid block, was fish scale oblique masonry tight, and its construction time should be completed in the lower masonry after a week, the special block shown in figure 3.5.3.8 treatment of

24、 external dry hanging stone curtain wall or glass embedded parts as shown in figure 4.5.3.9 wall corner and T-shaped wall should be built simultaneously, temporary office should be built into discontinuous oblique oblique Cha Cha, horizontal projection length should not be less than the height of th

25、e 2/3.5.3.10 wall with waterproof requirements: the interior wall is 1200mm high from the ground, and solid blocks are used in the range,5.3.11 exterior wall crack prevention and waterproof measures: wall covered with steel wire mesh, and the concrete contact place of long 300mm, with cement steel n

26、ails fixed, wall painting two times, each time the paint thickness 5 7mm.Joint treatment of 5.3.12 inner wall before painting:(1) the interface between the wall and the main structure is 600mm steel wire mesh and 300mm lapped by the sea;2. Installing steel wire mesh with 600mm width along the direct

27、ion of the pipe in the wall to prevent the cracking of the plastering layer:The steel wire mesh with a width of 600mm is arranged at the four corners of the opening at 45 degrees to prevent the cracking of the plastering layer.6 materialsBlind hole type ceramsite block specifications for 390 x 190 x

28、 190, 390 x 120 x 190 two, solid block specifications for 390 x 190 x 95, 390 x 120 x 95 two, the solid block is mainly used to improve the laying process, solve the key technical problems, overcome the common quality problems. Bulk density is less than 7KN/m3. The strength is not less than MU7.5, a

29、nd the age is not less than 28doMasonry mortar strength index: not less than M7.5, and the strength level of the block is consistent.20 * 20 detail steel wire mesh, cement steel nail, phi 6 steel.7 implements and equipment1 sets of measuring instruments, mortar mixer 1, cutting machine 2, level one,

30、 the number of leather rod 4, 15m with 1, 5 meters of steel tape 4, impact drill 1, 3 sets of masonry mortar test mode, knife, frame stool and ash bucket number.8 labor organization and safety8.1 Labor OrganizationTest and measurement technician 1, measuring 1, 1 Mechanical Engineering, electrical e

31、ngineering 1; Mason: Senior 20, intermediate 30 & 10.8.2 safety managementSafety management includes safety education and safety technology before classMeasures formulation and implementation.8.2.1 safety education before classPrior to the construction of the construction team, the technical person

32、shall be responsible for organizing the safety education of the construction workers, which shall mainly include:Safety awareness of construction workers;Public safety, maintenance, duty consciousness;Site civilized construction relevant provisions;Correct application method of safety helmet, seat b

33、elt and safety net.Establishment of 8.2.2 security technical measures1. The daily masonry height shall not exceed one step height; the internal wall scaffold shall be made of tool scaffolding, and no scaffold shall be installed on the wall.Double wall steel scaffolding is used for the exterior wall

34、masonry scaffold, and the scaffold is connected with the main body. The 6 steel bars are embedded in the reinforced concrete wall column or beam, and the wall shall not pass through the wall.Technical personnel in accordance with the requirements of the project before the construction, according to

35、the actual situation of the project, compile feasible technical measures to ensure safety construction.Four sides and side protectionA set up safety door at the access port and the elevator head;B, temporary closure measures are taken at the reserved opening;C, set up safety railing in stair and lad

36、der section;Safety belts must be attached to the D, temporary and airport operations.8.2.3 security patrol systemAll safety measures by construction foreman is responsible for the implementation, a full-time security officer responsible for inspection, supervise the implementation of technical measu

37、res to maintain the safety protection facilities. Technical director is responsible for organizing the construction foreman, full-time security officer, construction foreman routine safety week inspection, and record.9 quality requirements9.1, in the masonry construction process, strictly enforce th

38、e masonry construction quality acceptance specification GB50203-2002 relevant provisions. The following quality management requirements are emphasized:9.1.1 approach block must have a factory certificate or quality certificate, age 28d or more, on-site storage site must be hardened, the surrounding

39、drainage smooth, moisture-proof, sunscreen. Damp block is strictly prohibited to go to the wall and be inspected in strict accordance with the provisions.9.1.2 cement, sand and admixture should have qualified manufacturers of qualified certification, the approach should be strictly in accordance wit

40、h the provisions of sampling inspection, the technical indicators must comply with national standards.9.1.3 mortar proportioning shall be measured by weight ratio.9.1.4 mortar test block shall be specially appointed, made, maintained and inspected according to regulations, and strength evaluation sh

41、all be carried out.Special anti freezing measures shall be formulated during the winter construction of 9.1.5.9.2 the location and the allowable deviation of the masonry and the method of inspection are shown in table 1:9.3 plastering construction in strict accordance with the building decoration de

42、coration project quality acceptance specification GB50210-2001 relevant provisions of the implementation, at the same time should pay attention to the following matters:Before the construction of the 9.3.1 plastering project, the concealed works shall be checked and accepted, and the steel wire mesh

43、 at the interface, the opening around the hole and the slotted opening shall be inspected and concealed.9.3.2 the technical details of plastering, mortar proportioning, operation points, quality standards and other matters needing attention.9.3.3 plastering shall be carried out in layers, with a thi

44、ckness of 5 to 8mm per layer. General plastering shall be organized according to the requirements of the higher level. The allowable deviations and methods of inspection shall be shown in table 2:The 9.4 division project correctly according to the practical engineering and acceptance standard test b

45、atches, determine the inspection quantity, quality inspection and assessment of the inspection in the relevant personnel shall have the corresponding qualifications, organized by the engineer and the examination work.10 benefit analysisCeramsite block is widely used as partition wall material in mul

46、ti story and high rise frame structure. Compared with clay brick, it has remarkable economic and social benefits. Take Hunan city public service training center and high-rise residential building project as an example to make a comparative analysis.10.1 economic analysisWhen the wall height, wall le

47、ngth and wall thickness are the same, the total weight of the ceramsite masonry structure and the plastering layer are 9KN/m3 (comprehensive value), the structure weight of the clay brick wall and the total weight of the plastering layer: 21KN/m3 (take the comprehensive value),A wall works: 75m3 per

48、 floor, a total of 25 layers.75 x 25=1875 (M3)B bulk density difference:1875 x (21-9) =22500 (KN)10.1.1 infrastructure projects to save investment:Engineering piles should be added: according to the design of the foundation bearing capacity P=4400Kpa, pile diameter D=1600mm, after the expansion of the pile contact area of S=4.91m2, the number of piles should be increased:1.65x22500 / (4400 x 4.91) = 1.72 2.Cost of single project pile: 23 thousand yuan / root (budget provisio