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The sliding formwork construction is a new technology of cast-in-place concrete project, com-pared with the conventional construction method, synovial fast construction speed, high degree of mechanization, can save formwork and scaffold required quantity, can be more convenient and flexible template apart will be assembled and can be reused. The article for a new kind of reinforced concrete structure, form of syn-ovial membrane were discussed in detail, and has carried on the analysis to its application in construction. 1 Sliding mode structure described 1.1 The technical background The cast-in-place concrete structure engineering for construction of building template structure, mainly composed of a panel, the supporting structure and the connecting piece is composed of three parts. The panel is in direct contact with the bearing plate of fresh concrete; support structure is the temporary structure support panel, concrete andconstruction load, guarantee the structure building templates are firmly combined, do not deformation, not destroy; the connecting piece is connected into the panel and the supporting structure parts of the whole. The fixed template in building construction, not only cost is high, and the disassembly and assembly are the need of professionals, and spend a lot of manpower and resources,increase the cost of the project, to extend the time limit for a project, is not conducive to the development of modern construction industry. 1.2 The content and structure The technical problem of reinforced concrete sliding mode to solve, is to address the above problems of technology, provides a special reinforced concrete sliding mode, a baffle andenclosure fixed form templates, Jack in jack frame along the rod climbing movement, thereby driving the construction template rises, cancel the fixed template, fixed template for slip type movable steel die, so do not need to prepare a large number of fixed template erection. In order to solve the technical problem, the technical scheme adopted is: synovial includingjack, jack frame, pole climbing and template, two horizontal fixed jack frame on both sides are respectively provided with two templates, and the template plane perpendicular to the jackframe is fixed; Jack is fixed on the joists center position, stringer is horizontally arranged in thejacks frame; the pole climbing vertical penetrating beam jack frame, and pole climbing through the stringers and jack fixed; two jacks and a high pressure oil pipe in series, the other end of the high pressure oil pipe connected with the fuel line of the high-pressure fuel pump; the lower end part of the climbing rod is fixedly provided with a supporting plate, a supporting plate in the length direction and jack plane vertical. Jack comprises a lifting column and cylinder, cylinder and pole climbing through after lifting column fixation. The template includesenclosure and a baffle, the baffle is installed on the upper and lower ends outside theenclosure, and the baffle plate and the enclosure is vertical to the length direction. The baffle plate and the enclosure are connected through a stud and nut, the baffle plate are arranged on the inner side of the nut hole. Compared with the prior art, the synovial membrane has the following advantages: 1, Jack injack 5th International Conference on Information Engineering for Mechanics and Materials (ICIMM 2015) © 2015. The authors Published by Atlantis Press 1623 frame along the rod climbing movement, so as to enhance the template increases in height, has changed the traditional fixed template, inefficient construction need to re disassembly can re construction; 2, high-pressure tubing and two jack oil road series,ensuring the work when the template is also rising, to prevent the occurrence of the phenomenon of high-low plate, speed up the construction progress; 3, the baffle plate are arranged on the inner side of the nut in the hole position, the nut just into the nut holes,reduces the friction and avoid the emergence of baffle baffle concave convex surface. 1.3 Sliding mode structure design 2 Application method in construction 2.1The construction scheme of the multi-storey residential building Combined with last picture, including a jack, jack frame 2, 3 and templates climbing pole 4, two horizontal fixed jack stand two sides were fitted with two templates 4 and 4 template plane perpendicular to the jack frame 2 fixed; jack a fixed position in the beam centered on five, five horizontal beams mounted in the jack stand 2; 3 vertical pole climbing frame beams 2 through 6 jacks and climbing pole 3 through 5 and the jack a stringer fixed; two jack 1 in series with a high-pressure tubing 7, high-pressure tubing and the other end with the high pressure pump 8 is connected to an oil passage 7; the lower end portion of the rod 3 is fixed climbing support plate 9 is mounted, support plate 9 and the jack frame 2 in the plane perpendicular to the longitudinal direction ; jack 1 includes lifting column 10 and cylinder 11, after climbing pole 3 through 11 with the lifting cylinder 10 is fixed to the column; 4 includes templates baffle enclosure 12 and 13, the upper and lower ends of the outer flaps 13 are mounted enclosure 12, and baffle enclosure 13 and 12 in the longitudinal direction perpendicular; baffle 13 12 15 connected with the enclosure through the studs and nuts 14, 13 have a nut inside of the bezel opening 16 holes. High-pressure pump 8 through the high pressure hydraulic hose 7 to jack a job, a jack lifting column on the drive lever 3 climb downward movement of the cylinder 11 due to the stringers 5 fixed cylinder 11 to drive along the climbing frame 2 jack up rod 3 sports, installation will reach 9 supporting role in the bottom of the climbing pole three gussets in the cement wall 17, thereby ensuring a template 4 remains horizontal, template 4 by baffles 13 and 12 around the circle with 14 studs and nuts 15 composed of the baffle 13 holes opened a nut 16, reducing the template 4 and 17 cement

Application of sliding mode in the construction of reinforced concrete