CN101994391A - Jack-up internal supporting device for concrete construction - Google Patents
Jack-up internal supporting device for concrete construction Download PDFInfo
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- CN101994391A CN101994391A CN2010105094469A CN201010509446A CN101994391A CN 101994391 A CN101994391 A CN 101994391A CN 2010105094469 A CN2010105094469 A CN 2010105094469A CN 201010509446 A CN201010509446 A CN 201010509446A CN 101994391 A CN101994391 A CN 101994391A
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- jacking
- joint
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Abstract
The invention relates to a jack-up internal supporting device for concrete construction, which consists of a jack-up cylinder, a beam and an operating layer. The invention is characterized in that a pulley is fixed at the top of a central shaft; one end of a steel wire rope on the pulley is fixed on a rope hook on the inner side of the pipe of a jack-up joint, and the other end of the steel wire rope, which bypasses a pulley groove, penetrates through a central shaft tube and then passes through a central round hole of a steel plate at the bottom of the supporting device, is hinged with a gear through-going shaft arranged at the lower end of the cylinder; the external wall of the jack-up joint is provided with a plurality of layers of height points, and a vertical lifting screw rod is fixed on the top of the jack-up joint; the lower end of the cylinder is provided with a gear through-going shaft; and the upper end of the cylinder is symmetrically provided with a plurality of safety fasteners which can rotate upwards and downwards around the external end of the cylinder. The jack-up internal supporting device of the invention can be used for the construction of industrial and civil buildings at different heights and different width sizes, is easy to operate, and has the advantages of wide application, good safety performance, and good comprehensive effects on saving raw materials and spaces, improving the construction efficiency, and reducing the construction cost.
Description
Technical field
A kind of pillar that the present invention relates to be used in the concrete construction template inner supporting body system installs device.
Background technology
In industry and civilian construction constructions, be used for the bracing or strutting arrangement of member such as concrete beam plate top surface mould, be commonly referred to " interior support ".
The interior conventional construction that supports is: mainly by vertical bar (as round log, steel pipe etc.), longitudinal and transverse drawknot bar, and adjustable leading screw and vertical (horizontal stroke) lumps of wood, composition template inner supporting body is.Supporting the shortcoming that exists in the tradition is: in the industry and civilian construction construction of different floor heights, need to adopt the vertical bar of different length as supporting rod.Supporting rod (as round log, steel pipe etc.) after each construction is difficult to obtain reuse.Usually need will grow one after another material in the use and be cut into short material use, will inevitably form short expense material (as bolt, short steel pipes etc.) defective in a large number and that can not utilize again to the end, thus generation waste in a large number.Simultaneously, because of adopting steel pipe or round log in the supporting rod, construction density is big, and consumption is big, and during form removable, because that vertical bar shrinks scope is little, is not easy to remove, and can only lean on " amplification frame " dismounting, has great potential safety hazard.
Summary of the invention:
The objective of the invention is to overcome many shortcomings of conventional concrete template supporting way, provide a kind of easy to use, save material, safe and reliable, improve efficiency of construction, the inner supporting body that reduces building costs is the jacking type leg unit.
Support system jacking type leg unit is achieved in that within the present invention
Form by crossbeam, work layer and jacking type cylinder.
Described jacking type cylinder, central axis 1, jacking joint 2 and pillar 3 by tubulose are formed, jacking joint 2 is sleeved in the pillar 3, central axis 1 is sleeved in the jacking joint 2, and pulley 11 is being fixed on the top of central axis 1, rides over the wire rope 9 on pulley 11 grooves, the one end is fixed on the inboard rope hook 10 of jacking joint lower end pipe, the other end is walked around pulley groove, passes the center hole of the little steel plate 15 in bottom in the pipe of central axis 1, runs through axle 4 strands with the gear of pillar lower end and connects together.
Be arranged with several floor height points 7 on the outer wall of jacking joint 2, an adjustable lifting screw mandrel 6 is being fixed in its upper end, and pipe inboard, lower end is provided with a fixing rope hook 10.By the floor height point 7 of differing heights, Safety buckle 5 lockings that linked on the top of pillar realize the adjustment of height of column.
The lower end of pillar 3 is provided with a rotating gear and runs through axle 4, an end that runs through axle is fixed one group of spreadet spreadet wheel 8, gear run through axle 4 above be provided with one and run through screw 12, several Safety buckles 5 are being fixed in pillar 3 upper ends---and the outer end and the pillar 3 upper ends strand of Safety buckle 5 connect together, and the other end can upwards rotate along this anchor point.Said Safety buckle 5, for symmetry two or three, four.
Said pillar 3, jacking joint 2, central axis 1, the cross section of its pipe can be all circle, also can be all square or rectangle.
Said jacking saves on two faces of the outside, 2 lower ends symmetry, is equipped with the antihunting steel plate, and this antihunting steel plate and floor height point 7 are arranged on two planes of symmetry of different directions.
Said crossbeam 16 for fixed or telescopic, is contained in level vertical or horizontal on the steel plate groove 13 on pillar jacking joint top.Telescopic crossbeam is to be made up of two inner beams at outer beam and suit two ends within it, and two inner beams can and be fixed it to two ends prolongation or shortening.
The present invention's mould plate supporting device, easy to use, safe and reliable, save material, improved efficiency of construction greatly, reduced building costs.
Description of drawings
Fig. 1. the unitary construction schematic diagram of the embodiment of the invention
Fig. 2. the jacking type cylinder unitary construction schematic diagram of present embodiment
Fig. 3. the organigram of central axis
Fig. 4. the organigram of jacking joint
Fig. 5. the organigram of pillar
Fig. 6. the structure of Safety buckle device and operating principle
The specific embodiment
Below in conjunction with embodiment of accompanying drawing narration, the present invention will be further described
Fig. 1 shows the overall structure of present embodiment.
Form by two telescopic crossbeams 16, a group job layer 4 and four groups of jacking type cylinders 17.Telescopic crossbeam 16 is installed on the steel plate groove 14 of jacking type cylinder 17 upper ends, and telescopic crossbeam is made up of two inner beams at outer beam and suit two ends within it, and two inner beams can and be fixed it to two ends prolongation or shortening.Telescopic crossbeam 16 is adjusted the crossbeam total length by the inner beam at flexible two ends, and crossbeam is withstood on the template of building crossbeam or on the scissors wall 18
Fig. 2 shows the structure of jacking type cylinder: the pillar 3 of present embodiment, jacking joint 2, central axis 1 are respectively the rectangular steel tube of different-diameter.
Jacking joint 2 is sleeved in the cylinder 3, and central axis 1 is sleeved in the jacking joint 2.The cylinder upper end is arranged with two rotary Safety buckles 5, and this Safety buckle is used for locking floor height point 7, makes cylinder integral body stressed.The cylinder appearance is equipped with a work layer joint that can move up and down, and this joint is used for being connected of work layer and pillar, and each pillar is interconnected, and forms an integral body.
The structure of Fig. 3 display centre axle: its upper end is fixed with pulley 11, and a porose little steel plate is being fixed in its lower end.This pulley 11 is used for promoting the jacking joint by wire rope 9, ride over wire rope in the pulley groove, the one end is fixed on jacking and saves on the rope hook 10 of 2 inboards, the groove that the other end is walked around pulley 11 passes the center hole of the little steel plate 15 in bottom in central shaft tube, run through axle 4 strands with the gear of cylinder lower end and connect together.Central axis 1 is used for the lifting and the direction of jacking joint.
Fig. 4 shows the structure of jacking joint: be fixed with three groups of floor height points 7 up and down on the outer wall of jacking joint 2; An adjustable lifting screw mandrel 6 is being fixed in its upper end; The lower end pipe is inboard to be provided with a fixing rope hook 10, and rope hook is used for fixing an end of wire rope 9.Jacking saves the outside, 2 lower ends, and each is fixing an antihunting steel plate on two faces of its symmetry.This antihunting steel plate and floor height point 7 are arranged on two planes of symmetry of jacking joint different directions.Floor height point 7 is mainly used in the adjusting of jacking joint height.Leading screw 6 tops are provided with steel plate groove 13, and telescopic crossbeam 16 is equipped with in steel plate groove top.
Fig. 5 shows the structure of pillar: the bottom of this pillar 3 is being run through a gear and is being run through axle 4, and an end that runs through axle fixedly mounts one group of spreadet spreadet wheel 8.This gear runs through axle and is used to kink wire rope 9.
Gear run through axle 4 above, be provided with one and run through screw 12, this runs through screw and is used to support jacking joint, central axis, guarantees that jacking joint and central axis and gear keep certain distance between running through spools 13.
Fig. 6 shows the structure and the operating principle of Safety buckle device: as, if when needing the height of jacking type cylinder, can jacking joint 2 be drawn high by gear 8, pulley 11, wire rope 9, meanwhile, the floor height point 7 of proper height backs down Safety buckle 5 and exceeds Safety buckle on the jacking joint 2, and this Safety buckle 5 is stuck in the floor height point herein thereupon---reached the purpose of the height of adjustment jacking type cylinder.
Present embodiment is work like this:
Transmitting gear runs through axle, and---an end wire rope runs through at gear and begins on the axle to kink, and---tension of other end wire rope begins to promote the jacking joint, and---the floor height point on the jacking joint rises thereupon, and---floor height point is gone up to push up and opened Safety buckle, and---the floor height point stretches out jacking type cylinder top Safety buckle falling---jacking saves locked in place---adjusting adjustable lifting leading screw and shores crossbeam.
The jacking type pillar that assembles is placed in certain position by construction requirement, and after adjustment and verification were vertical, transmitting gear ran through axle, and gear runs through axle and kinks wire rope; Wire rope one end runs through on the axle at gear and constantly kinks, the other end drives the jacking joint by pulley groove and upwards promotes, the floor height point of jacking joint arranged outside rises with the jacking joint, floor height point is gone up the top and is opened Safety buckle, after the floor height point stretches out the cylinder top, Safety buckle falls after rise, and is locked, and jacking joint (reaching desired height) in place is regulated the adjustable lifting leading screw and shored the telescopic crossbeam in upper end.Crossbeam is laid smooth assurance design elevation size, on cylinder the work layer joint is fixed on certain position on request at last, makes the mutual connection of each cylinder by drawknot bar in length and breadth, forms an integral body.
Effect is given an example: the residential building with certain five different floor height in sub-district is an example: the floor height of supposing it is respectively 2.8m, 3m, 3.2m, 3.6m, the long-pending 1000m that is of the every aspect of 4m
2, calculate with this.
The every 1m of tradition form of construction work
2Do pillar with a steel pipe, construction one deck needs 1000 pillars, and the construction circulation is 3000 pillars with three layers, and the tubular steel post of five building different lengths amounts to needs 15000.
Use the form of construction work of the present invention's jacking type inner supporting device, every 1.5m2 is with a jacking type pillar, construction one deck needs 667 jacking type pillars, building circulation three floor are 2000 jacking type pillars, the floor height in five buildings is all in jacking type pillar height adjustment range, so there are 2000 jacking type pillars just can satisfy the construction needs in five buildings.
In sum, in the construction in these five buildings the form of construction work of traditional handicraft and the present invention relatively, its materials were than steel pipe 15000: 2000, the leading screw amount ratio is 3000: 2000, the steel tube fastener ratio is 12000: 4000. This shows, use the present invention's bracing or strutting arrangement construction, really accomplished to save time, saving of labor, material-saving. And with respect to traditional construction technology, jacking type inner support form of construction work overall performance height effectively guarantees construction quality and the support system of template, and construction operation is simple and convenient, has improved construction speed. In unit are, the jacking type inner support greatly reduces raw materials consumption, produces once and can reuse, thereby saved a large amount of materials, fund, effectively reduces building cost.
Claims (6)
1. the jacking type inner supporting device used of concrete construction has crossbeam, work layer (14), it is characterized in that: a jacking type cylinder is arranged;
Described jacking type cylinder, central axis (1), jacking joint (2) and pillar (3) by tubulose are formed, jacking joint (2) is sleeved in the pillar (3), central axis (1) is sleeved in the jacking joint (2), pulley (11) is being fixed on the top of central axis (1), ride over the wire rope 9 on pulley (11) groove, the one end is fixed on the inboard rope hook (10) of jacking joint lower end pipe, the other end is walked around pulley groove, in the pipe of central axis (1), pass the center hole of the little steel plate in bottom (15), run through axle (4) strand with the gear of cylinder lower end and connect together;
Be arranged with several floor height points (7) on the outer wall of jacking joint (2), an adjustable lifting screw mandrel (6) is being fixed in its upper end, the inboard fixing rope hook (10) that is provided with of lower end pipe;
The lower end of pillar (3) is provided with a rotating gear and runs through axle (4), an end that runs through axle is fixed one group of spreadet spreadet wheel (8), the top of running through axle (4) at gear is provided with one and runs through screw (12), several Safety buckles (5) are being fixed in pillar (3) upper end---and the outer end and pillar (3) the upper end strand of Safety buckle (5) connect together, and the other end can upwards rotate along this anchor point;
2. the inner supporting body that described concrete construction is used according to claim I is the jacking type leg unit, it is characterized in that: said pillar (3), jacking joint (2), central axis (1), the cross section of its pipe can be all circle, also can be all square or rectangle.
3. the inner supporting body that described concrete construction is used according to claim I is the jacking type leg unit, it is characterized in that: on two faces of the outside, jacking joint (2) lower end symmetry, be equipped with the antihunting steel plate, this antihunting steel plate and floor height point 7 are arranged on two planes of symmetry of different directions.
4. the inner supporting body that described concrete construction is used according to claim I is the jacking type leg unit, it is characterized in that: said crossbeam (16) for fixed or telescopic, is contained in level vertical or horizontal on the steel plate groove (13) on pillar jacking joint top.
5. the inner supporting body that described concrete construction is used according to claim I is the jacking type leg unit, it is characterized in that: said telescopic crossbeam (16), system is made up of two inner beams at outer beam and suit two ends within it, and two inner beams can elongate or shorten and are fixed it to two ends.
6. the inner supporting body that described concrete construction is used according to claim I is the jacking type leg unit, it is characterized in that: said Safety buckle (5), for symmetry two or three, four.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010509446 CN101994391B (en) | 2010-10-15 | 2010-10-15 | Jack-up internal supporting device for concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010509446 CN101994391B (en) | 2010-10-15 | 2010-10-15 | Jack-up internal supporting device for concrete construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101994391A true CN101994391A (en) | 2011-03-30 |
| CN101994391B CN101994391B (en) | 2013-05-22 |
Family
ID=43785090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010509446 Expired - Fee Related CN101994391B (en) | 2010-10-15 | 2010-10-15 | Jack-up internal supporting device for concrete construction |
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| Country | Link |
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| CN (1) | CN101994391B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991530A (en) * | 2022-06-30 | 2022-09-02 | 广西建工集团控股有限公司 | High bearing structure for civil engineering construction of security |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2461075A1 (en) * | 1979-07-06 | 1981-01-30 | Viandon Maurice | Shutter platform extendable in width and length - has traverse to runner fixing using clip and supported on adjustable legs |
| CN2583266Y (en) * | 2002-11-13 | 2003-10-29 | 莱芜钢铁集团有限公司 | Scattering type mould plate support frame |
| CN2871718Y (en) * | 2006-01-27 | 2007-02-21 | 刘维俊 | Telescopic stand |
| CN101014747A (en) * | 2004-08-27 | 2007-08-08 | 吉莱斯皮企业有限公司 | Telescoping shoring post |
| CN201818043U (en) * | 2010-10-15 | 2011-05-04 | 张启贵 | Top-lifting type internal supporting device for concrete construction |
-
2010
- 2010-10-15 CN CN 201010509446 patent/CN101994391B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2461075A1 (en) * | 1979-07-06 | 1981-01-30 | Viandon Maurice | Shutter platform extendable in width and length - has traverse to runner fixing using clip and supported on adjustable legs |
| CN2583266Y (en) * | 2002-11-13 | 2003-10-29 | 莱芜钢铁集团有限公司 | Scattering type mould plate support frame |
| CN101014747A (en) * | 2004-08-27 | 2007-08-08 | 吉莱斯皮企业有限公司 | Telescoping shoring post |
| CN2871718Y (en) * | 2006-01-27 | 2007-02-21 | 刘维俊 | Telescopic stand |
| CN201818043U (en) * | 2010-10-15 | 2011-05-04 | 张启贵 | Top-lifting type internal supporting device for concrete construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114991530A (en) * | 2022-06-30 | 2022-09-02 | 广西建工集团控股有限公司 | High bearing structure for civil engineering construction of security |
| CN114991530B (en) * | 2022-06-30 | 2024-06-07 | 广西建工集团控股有限公司 | High bearing structure is used in civil engineering construction of security |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101994391B (en) | 2013-05-22 |
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