专利摘要:
A LIFTING FORMWORK FORMWORK, including bearing beams, shuttering boards, a guide rod with locking devices, a hydraulic drive and a working platform, characterized in that, in order to improve operation reliability, the formwork is equipped with inconvenient rods that are arranged parallel to the guide bar on both sides, and the guide rod is made in the form of a pipe and provided with a yoke fixed in its upper part, and has guide slots, and the length of the guide rod exceeds the height by more than 1.5 times formwork shields. WITH
公开号:SU1109061A3
申请号:SU792809247
申请日:1979-09-04
公开日:1984-08-15
发明作者:Пауль Петтерссон Джон
申请人:Джон Пауль Петтерссон (Швеци );
IPC主号:
专利说明:

The invention relates to construction and can be used in the construction of walls of monolithic jellied concrete. Known lifting and recirculation on the formwork, including non-beam, formwork shields, guiding rod with fixing devices, hydraulic drive and working platform G13. A disadvantage of the known formwork (its reliability is relatively low during operation. The purpose of the invention is to increase the reliability of operation. The goal is to achieve that lifting and moving formwork, including support beams, formwork shields, a guide bar with fixing devices, a hydraulic drive and a working platform, provided with carrier rods, which are parallel to the guide rod on both sides, and the guide rod is made in the form of a pipe and provided with a collar fixed in its upper part, and there are guide slots, and the length of the guide rod is more than 1.5 times the height of the formwork panels, Fig. 1 schematically shows the proposed formwork in the concrete position of the first wall of the wall, the cross section of Fig. 2 is the same, after the construction of the first Fig. 3 - the same, before concreting the second wall of the wall, Fig. 4 - guide rod, cross-section. Lifting-adjustable formwork consists of supporting beams 1, apardo shields 2 with struts 3, hollow guide rod 4 with vertical slits 5 and collar 6. On both sides of the guide rod 4, hydraulic cylinders 7 are installed with carrier rods 8 connected to guide rod 4 with locking and gripping devices 9. The upper ends of the bearing rods 8 rest on the collar 6 of the guide rod 4. The formwork is equipped sites 10 and 11. The formwork operates as follows. Between the boards 2 formwork stack concrete, mixture. After the mixture has hardened by hydraulic cylinders 7, using the devices 9, lift the rod 4, leaving a part of its lower end in concrete. When the boom 4 is lifted, the devices 9 slide along the supporting rods m. 8. Then, using the struts 3, they remove the shields 2 from the concrete and move the rods 1 with the shields 2 and working platforms 10 and 11 along the rods with 8 hydraulic cylinders 7 to the next Russian concreting. The process then repeats. Concreting the channel left in the concrete by the guide rod 4 is made by feeding the concrete mixture into the vertical hole of the rod and slot 5. The reliability of the formwork is ensured by the possibility of organizing parallel relative movement of the supporting rods and the guide rod when the part of the rod is pinched in the concreted instructions.
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权利要求:
Claims (1)
[1]
LIFTING CROSS OPA-
A SHAWL, including support beams, formwork panels, a guiding bar guards with fixing devices, a hydraulic drive and a working platform, characterized in that, in order to increase the reliability of the work, the formwork is equipped with supporting rods that are parallel to the guiding bar on both sides of it, and the guiding the rod is made in the form of a pipe and is equipped with a clamp fixed in its upper part and has guide slots, the length of the guide rod being more than 1.5 times the height of the formwork panels.
SU <„, 1109061
类似技术:
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同族专利:
公开号 | 公开日
FI64434B|1983-07-29|
CA1126528A|1982-06-29|
BE878587A|1979-12-31|
GB2031984B|1982-12-22|
SE413534B|1980-06-02|
DK350879A|1980-03-05|
GB2031984A|1980-04-30|
JPS5572567A|1980-05-31|
NL7906485A|1980-03-06|
FI64434C|1983-11-10|
FR2434912A1|1980-03-28|
SE7809292L|1980-03-05|
NO149143B|1983-11-14|
NO792843L|1980-03-05|
US4260345A|1981-04-07|
BR7905751A|1980-05-20|
FR2434912B1|1984-02-10|
DE2935726A1|1980-04-03|
ES484104A1|1980-05-16|
NO149143C|1984-02-29|
FI792706A|1980-03-05|
引用文献:
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FR2318289A1|1975-07-18|1977-02-11|Buffin Clovis|Travelling formwork for concrete walls - has vertical stanchions supporting travelling platform with suspended shuttering and hydraulic jacks|
SE397378B|1976-02-20|1977-10-31|Ahlgren Nils H|PROCEDURE FOR CASTING CONCRETE CONSTRUCTIONS|US4562989A|1984-10-02|1986-01-07|Peabody Continental-Heine Co.|Apparatus for construction of concrete walls|
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法律状态:
优先权:
申请号 | 申请日 | 专利标题
SE7809292A|SE413534B|1978-09-04|1978-09-04|DEVICE FOR CASTING OF CONCRETE WALLS|
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