CN102296808B - Template hoisting system for building - Google Patents
Template hoisting system for building Download PDFInfo
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- CN102296808B CN102296808B CN 201110150815 CN201110150815A CN102296808B CN 102296808 B CN102296808 B CN 102296808B CN 201110150815 CN201110150815 CN 201110150815 CN 201110150815 A CN201110150815 A CN 201110150815A CN 102296808 B CN102296808 B CN 102296808B
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Abstract
The invention relates to a template hoisting system for a building. The template hoisting system provided by the invention comprises a top layer platform, a middle layer platform and a bottom layer platform which are sequentially arranged from top to bottom and are mutually parallel, wherein a wall template capable of horizontally sliding along the top layer platform is hung at the bottom of the top layer platform; a tubular upright post perpendicular to the top layer platform and the middle layer platform is fixed between the top layer platform and the middle layer platform; the two ends of steel beams for supporting the tubular upright post of the middle layer platform and the bottom layer platform can be fixed on the walls at two sides; more than three hydraulic hoisting systems are arranged by aiming at the top layer platform, the middle layer platform and the bottom layer platform of each unit; and each hydraulic hoisting system comprises a hoisting upright post, an upper hoisting box, a lower hoisting box and a pair of hydraulic cylinders which are connected between the upper hoisting box and the lower hoisting box. The template hoisting system for the building provided by the invention can be used for realizing that the platforms can be effectively hoisted by the height of a storey, thereby realizing the upward construction of core cylinder walls and other walls layer by layer; the safe reliability is high; and the falling phenomenon can be avoided.
Description
Technical field
The invention belongs to the building machinery field, relate to flexible hydraulic pressure top lifting platform and gang form integral system that a kind of modular system of carrying for building, especially super highrise building core tube construction are used.
Background technology
Present domestic construction of super highrise building (such as the core tube construction) is used more have hydraulic climbing shuttering technology, the electronic Lift-slab machine of integral steel platform and is carried modular system, the long stroke oil cylinder of large-tonnage integral jacking mould plate technique (integral steel platform) etc.And the climbing system of hydraulic climbing shuttering technology need be attached on the body of wall, then needs to carry out transition processing (resetting such as climbing by two layers) when the body of wall variable cross-section, troublesome poeration; The climbing system of the long stroke oil cylinder of large-tonnage integral jacking mould plate technique does not have the structure of fall arrest, the danger of falling easily.In addition, big steel platform is an integral body, just can carry out the construction of next floor after need finishing all constructions of the platform of a height when construction, can not realize continuous productive process, it is dumb to construct, and loses time, and whole platform is big, is difficult to realize the correction operation.
For this reason, need provide a kind of improved modular system of carrying for building.
Summary of the invention
The object of the present invention is to provide a kind of modular system of carrying for building, it can provide operation and windrow platform flexibly for the construction of vertical structures such as core tube, each platform can be synchronously or separately jacking, thereby vertical structure construction such as core tube can continuous productive process, has accelerated construction speed; And it can realize automatic climbing efficiently, has stability, difficult danger of falling.
In order to achieve the above object, the present invention adopts following technical scheme:
A kind of modular system of carrying for building is characterized in that: comprise setting gradually from top to bottom and top layer platform, middle level platform and underlying platform parallel to each other that hanging with in the bottom of described top layer platform can be along the wall form of described top layer platform horizontal slip; Between described top layer platform and described middle level platform, be provided with more than three the pipe support perpendicular to these two platforms, described top layer platform is fixed in the upper end of described pipe support, described middle level platform is fixed in the lower end, and the two ends of described underlying platform and described middle level platform can be fixed on the body of wall;
At described top layer platform, middle level platform and the underlying platform of each unit, system is put forward on the hydraulic pressure top that also is provided with more than three, and each described hydraulic pressure top is put forward system and included:
Perpendicular to described middle level platform and underlying platform and with the jacking column of the corresponding setting of described pipe support; The lower end of described jacking column be fixed in described underlying platform, upper end pass described middle level platform and extend to described top layer platform and described middle level platform between described pipe support in; Around its axial line the joint that outwards protrudes more than two row is being set symmetrically on the external surface of described jacking column, each joint of every row arranges equally spacedly along the longitudinal direction of described jacking column;
Box in the jacking, it is fixedly connected on the bottom of described middle level platform by corbel, in described jacking, be provided with in the box more than two, promote supporting leg with the columns top one to one of joint on the described jacking column, described jacking column passes from the space that described plural top promotes between the supporting leg, describedly plurally goes up position that the top promotes supporting leg with respect to described jacking column symmetry and is in alignment with each other; Each described top lifting supporting leg of going up includes two ends, these two ends are used separately as jacking pin and last lifting pin, each is described go up the top promote supporting leg all can around on himself, be in a bit pivoting between described two ends, make each described jacking pin of going up promote pin at the described joint that props up respectively under the different working conditions on the described jacking column with described going up;
Box under the jacking, under the described jacking box comprise more than two, with described jacking column on joint columns one to one down the top promote supporting leg, described jacking column passes from the space that described plural down top promotes between the supporting leg, and the position that described plural top down promotes supporting leg is with respect to described jacking column symmetry and be in alignment with each other; Each described top down promotes supporting leg and includes two ends, these two ends are used separately as down the jacking pin and promote pin down, each described top promote supporting leg all can around on himself, be in a bit pivoting between described two ends, make each described jacking pin down and the described pin that promotes down at the described joint that props up respectively under the different working conditions on the described jacking column;
Plural hydraulic jack, described plural hydraulic jack are symmetrically distributed around described jacking column on cross section, and described plural hydraulic jack on the longitudinal section with respect to described jacking column symmetry; Each described hydraulic jack homogeneous end is fixedly connected in the described jacking on the box, and the other end is fixedly connected under the described jacking on the box.
Preferably, described middle level platform and described underlying platform have the middle level platform girder steel of the described pipe support of supporting respectively and support the underlying platform girder steel of described jacking column, and the two ends of described middle level platform girder steel and described underlying platform girder steel all should be able to be fixed on the body of wall of both sides.
Preferably, put forward system corresponding to each hydraulic pressure top, described middle level platform is provided with two middle level platform girder steels, and a described top layer platform girder steel, described underlying platform girder steel are set respectively on described top layer platform and the described underlying platform; One end of described pipe support is fixedly connected on the described top layer platform girder steel, and the other end is fixedly connected on the platform girder steel of described middle level; The lower end of described jacking column is fixed on the described underlying platform girder steel, the upper end is passed the space in the middle of described two middle level platform girder steels, and extended in the described pipe support.
Preferably, the body of wall that finishes at pouring construction is embedded with bolt sleeve, correspondingly the two side ends of described middle level platform girder steel and described underlying platform girder steel be provided with the steel member of holding girder steel and with the supporting bolt part of described bolt sleeve, described bolt part pass described steel member again bolt go into just can make in the described bolt sleeve described middle level platform and described underlying platform girder steel to be fixed on the body of wall, thereby realize that described middle level platform and described underlying platform are fixed on the core tube concrete wall effectively.
Preferably, described steel member in the two side ends of described middle level platform girder steel and described underlying platform girder steel is provided with horizontal adjustment bolt and up-down adjustment bolt, respectively in order to the end of regulating described middle level platform and described underlying platform apart from the distance of body of wall and the height of described middle level platform and described underlying platform.
Preferably, described top layer platform is the overhanging pylon conplane with it of encorbelmenting also, and hanging with under the described pylon can be along the wall form of its horizontal slip, and the edge of described lifting platform also is provided with safety net.
Preferably, be provided with the track perpendicular to wall form in the bottom of described top layer platform and described pylon, and described pipe support is provided with the die sinking device, also be provided with the die sinking device under the described pylon, described die sinking device can drive described wall form and move along described track cross level, thereby realizes die sinking and matched moulds.
Preferably, be respectively arranged with hanging basket under described middle level platform and described underlying platform, in order to bear the staff, the convenient construction personnel carry out constructing operation.
Beneficial effect of the present invention is: the present invention's modular system of carrying for building provides operation and windrow platform flexibly, each platform can synchronously or separate jacking, thereby building structure construction (such as core barrel structure construction) can continuous productive process, has accelerated construction speed; Because the single platform area is little, so correction is easier to.Wherein, story height of jacking that system can automatically realize each platform is carried on the hydraulic pressure top, thereby realizes upwards successively carrying out wall construction, and concrete top lifting process is introduced in the specific embodiment hereinafter in detail.Simultaneously, because hydraulic pressure top is carried in the jacking of system under the box and jacking box and had separately that supporting leg is carried on the top of going up and Xia Ding carries supporting leg, in the process of jacking or lifting, it can withstand the joint of jacking column simultaneously, thereby guaranteed the stability of lifting process, prevented the danger of falling; And when jacking top layer platform and middle level platform, the underlying platform locking, when promoting underlying platform, the middle level platform locking, thus also guaranteed construction safety.In addition, the setting of pipe support can be played good supporting role to the top layer platform, makes that top layer platform and middle level platform can be synchronously by jackings; And the jacking column passes from pipe support, has effectively utilized the hollow section of pipe support, has saved the space of hold facility.
Description of drawings
Fig. 1 is the present invention's schematic diagram of carrying an embodiment of modular system for building.
Fig. 2 carries the schematic diagram of system for showing the hydraulic pressure top of carrying modular system for building shown in Figure 1.
Schematic diagram when Fig. 3 proposes system's jacking preparation for demonstration hydraulic pressure shown in Figure 2 top.
Side schematic view when Fig. 4 proposes system's jacking preparation for hydraulic pressure shown in Figure 3 top.
Fig. 5 carries the schematic diagram of system after with top layer platform and floor of middle level platform jacking for showing hydraulic pressure shown in Figure 2 top.
Schematic diagram when Fig. 6 proposes the system improving preparation for demonstration hydraulic pressure shown in Figure 2 top.
Fig. 7 puies forward system underlying platform is promoted schematic diagram behind the floor for showing hydraulic pressure shown in Figure 2 top.
Fig. 8 is the schematic diagram of the end that is connected with body of wall of the middle level platform of carrying modular system for building shown in Figure 1 or underlying platform.
Fig. 9 is the lateral view of the another kind of embodiment of the end that is connected with body of wall of the middle level platform of carrying modular system for building shown in Figure 1 or underlying platform.
Fig. 9 A is the A-A sectional view of Fig. 9.
Fig. 9 B is the B-B sectional view of Fig. 9.
The specific embodiment
Introduce the specific embodiment of the present invention in detail below in conjunction with accompanying drawing.As Fig. 1-Fig. 8 B, at length shown the modular system of carrying for building of an embodiment.
As shown in Figure 1, this modular system of carrying for building comprises and setting gradually from top to bottom and top layer platform 10, middle level platform 20 and underlying platform 30 parallel to each other.Be provided with the track (not shown) perpendicular to wall direction in the bottom of top layer platform 10, track is provided with pulley 11, hang with wall form 50 under the pulley, thereby wall form 50 can move horizontally along top layer platform 10, thereby make things convenient for die sinking and matched moulds, certainly in other embodiment of the present invention, other of prior art can realize that the method that wall form 50 moves horizontally also can be used.Between top layer platform 10 and middle level platform 20, be provided with four pipe support 13(perpendicular to these two platforms and in view, only can see two, in fact on the position parallel with this view, also be provided with two pipe supports, four pipe supports are in the place, four summits of square-section), top layer platform 10 is fixed in the upper end of pipe support 13, middle level platform 20 is fixed in the lower end, thereby make top layer platform 10 energy and middle level platform 20 synchronously by jacking, and top layer platform 10 is played effective supporting.The two ends of middle level platform 20 and underlying platform 30 can be fixed on the body of wall of both sides, and this is because in the lifting process of top, the load of whole platform will pass to by the girder steel of underlying platform 30 and middle level platform 20 on the core tube concrete wall.
Above-mentioned top layer platform 10 in work progress, middle level platform 20, underlying platform 30 can be considered as a unit, these platforms of a plurality of unit can be set according to the construction needs, the corresponding platform of each unit both can form an integral body, also can be independent of each other, make that like this architecture construction is more flexible, especially can realize the operation of " streamline " formula, accelerate construction progress: the platform of certain unit is in the lower, the constructor constructs to the concrete wall of low floor, and the platform of another unit of while is at higher position, another batch constructor can be simultaneously to the concrete wall body construction of the higher floor at this place, place, unit, the platform of another unit is in higher height simultaneously, again a collection of constructor can be simultaneously to the concrete wall body construction of the higher floor at this place, place, unit, and the like, at the same time, can have more and can be constructed, accelerated construction progress.And could be at the wall construction of next floor after needn't waiting the whole all concrete wall body constructions of a floor all to finish.And the platform of such unit is less relatively, is easier to operation during correction.
(Fig. 3-Fig. 7 also has demonstration) as shown in Figure 2, above-mentioned each hydraulic pressure top is put forward system 40 and is comprised:
Perpendicular to underlying platform 30(or middle level platform 20) jacking column 41; Underlying platform 30 is fixed in jacking column 41 lower ends, and middle level platform 20 is passed in the upper end, and extends in the pipe support 13 of 20 on top layer platform 10 and middle level platform.Generally, how many root jacking columns 41 are arranged, how many root pipe supports 13 just are set.Be provided with the joint 411 that two row outwards protrude on the external surface of jacking column 41 symmetrically, each joint of every row arranges equally spacedly along the longitudinal direction of jacking column 411.
Two hydraulic jacks 44,46, these two hydraulic jacks 44,46 are respectively in the both sides of jacking column 41, and with respect to jacking column 41 symmetries; Hydraulic jack 44, an end (cylinder body one end 441,461, vice versa) of 46 are fixedly connected on respectively in the jacking on the box 42, and the other end (piston rod end 442,462, vice versa) is fixedly connected on respectively under the jacking on the box 43.
Three row or the joint of multiple row more certainly also can be set in other embodiment of the present invention, and correspondingly, the columns of going up number that the following top in the box under number that the top promotes supporting leg, the jacking promotes supporting leg and joint in the jacking in the box is equal and the position is corresponding.The number of hydraulic jack also can be for more than two, and hydraulic jack can be the columns correspondence of the joint on the jacking column, also can be not corresponding.Above-mentionedly go up that the top promotes supporting leg, the top promotes the rotation of supporting leg and the motion of hydraulic jack can adopt any suitable technology of the prior art to realize down, this tired stating.
As preferred construction, in the present embodiment, as shown in Figure 4, middle level platform 20 and underlying platform 30 have the middle level platform girder steel 21 of supporting tubular column respectively and support the underlying platform girder steel 31 of jacking column, the two ends of this middle level platform girder steel 21 and underlying platform girder steel 31 all should be able to be fixed on the body of wall of both sides, to realize load transfer to body of wall.
More specifically, as shown in Figure 3, Figure 4, put forward system corresponding to each hydraulic pressure top, middle level platform 20 is provided with two middle level platform girder steels 21, and a top layer platform girder steel 11, underlying platform girder steel 31 are set respectively on top layer platform 10 and the underlying platform 30; One end of pipe support 13 is fixedly connected on the top layer platform girder steel 11, and the other end is fixedly connected on two middle level platform girder steels 21; The lower end of jacking column 41 is fixed on the underlying platform girder steel 31, the upper end is passed the space in the middle of two middle level platform girder steels 21, and extended in the pipe support 13.
As mentioned above, corresponding to one group of top layer, middle level, underlying platform, be provided with three hydraulic pressure top at least and put forward system, in other embodiment, also can crossbeam on each platform be set according to suitable structure of the prior art certainly.
Introduce the operating principle of this hydraulic pressure top Hoisting System in detail below in conjunction with Fig. 3-Fig. 7.
(1) jacking campaign.
1, as shown in Figure 3-Figure 5, with underlying platform 30 lockings; Going up of box in the jacking 42 promoted pin 4211,4221 lockings; Following lifting pin 4311,4321 lockings with box under the jacking 43.
2, box 43 is motionless under the jacking, and its jacking pin 4312,4322 withstands the joint 411 of jacking column 41.Connect hydraulic oil, the rodless cavity oil-feed, when rod chamber was fuel-displaced, box 42 and jacking pin 4212,4222 thereof moved upward in the overhanging drive jacking of piston rod, and when the oil cylinder inner carrier was in the final position, jacking pin 4212,4222 withstood the joint 411 of jacking column 41.Have the longest distance of both having established in the jacking under box 42 and the jacking between the box 43, in this process middle level platform 20 together with top layer platform 10 by jacking.The load of middle level platform 20 and top layer platform 10 is delivered on the girder steel 11 of underlying platform 10 by jacking pin and jacking column.
3, oil cylinder conversion oil-feed and fuel-displaced direction, oil cylinder is connected hydraulic oil, rodless cavity is fuel-displaced, during the rod chamber oil-feed, piston rod shrinks, oil cylinder inner carrier reverse movement is to start position, drives under the jacking box 43 and jacking pin 4312,4322 thereof simultaneously and moves upward, and box 43 has the beeline of setting under the box 42 and jacking up to recovering to make in the jacking.
Above-mentioned steps 2 to step 3 is a complete jacking action, moves in circles and can finish middle level platform and story height of top layer platform jacking.
(2) lifter motion.
1, as Fig. 6-shown in Figure 7, with 20 lockings of middle level platform, with jacking pin 4212,4222 lockings of box in the jacking 42; Jacking pin 4312,4322 lockings with box under the jacking 43.
2, box 42 is motionless in the jacking, and it promotes the joint 411 that pin 4211,4221 withstands the jacking column.Connect hydraulic oil, the rodless cavity oil-feed, when rod chamber was fuel-displaced, box 43 and lifting pin 4311,4321 thereof moved downward under the overhanging drive jacking of piston rod, when the oil cylinder inner carrier is in the final position, jacking this moment pin 4311,4321 is withstood on the joint 411 of jacking column 41.Has the longest distance of both having established between box 42 and the following box 43 in the jacking.The load of underlying platform 30 and jacking column 41 is delivered on the girder steel 21 of middle level platform 20 by oil cylinder simultaneously.
3, oil cylinder conversion oil-feed and fuel-displaced direction, oil cylinder is connected hydraulic oil, and rodless cavity is fuel-displaced, and during the rod chamber oil-feed, piston rod shrinks.Oil cylinder inner carrier reverse movement is to start position, drives simultaneously that box 43 and locked jacking pin move upward under the jacking.Promote pin this moment and just jacking column 41 is upwards promoted, move upward thereby drive underlying platform 30, box 42 and following box 43 have set beeline in the recovery jacking.
Step 2 to step 3 is a complete lifting action, moves in circles and can finish the height that underlying platform 30 upwards promotes a floor.
In addition, preferably, at the top layer platform 10 overhanging pylons 14 of encorbelmenting, edge at lifting platform 10 also is provided with safety net 12, the height of safety net 12 can be decided on the needs of construction, plays the protective action of construction safety, selects the high safety net of 2.2m in the present embodiment for use.
Preferably, have die sinking device 51 at pylon, on pipe support, also be provided with die sinking device 51, two die sinking devices 51 and can drive wall form respectively and move horizontally, thereby realize die sinking and matched moulds.
Preferably, as Fig. 1, shown in Figure 8, the body of wall that finishes at pouring construction is embedded with bolt sleeve 52, correspondingly the two side ends of the middle level platform girder steel 21 of the column of supporting tubular respectively of middle level platform 20 and underlying platform 30 and jacking column and underlying platform girder steel 31 be provided with the steel member 53 of holding girder steel and with the supporting set bolt spare 25 of bolt sleeve 52.During installation, set bolt spare 25 pass steel member 53 again bolt go into just can make in the bolt sleeve 52 middle level platform 20 and underlying platform 30 girder steels to be fixed on the body of wall, thereby make middle level platform 20 and underlying platform 30 fixing.
In other preferred embodiments, shown in Fig. 9-Fig. 9 B, be provided with the steel member 53 of holding girder steel at the column of supporting tubular respectively of middle level platform 20 and underlying platform 30 and the middle level platform girder steel 21 of jacking column and the two side ends of underlying platform girder steel 31, steel member 53 is provided with horizontal adjustment bolt 22 and up-down adjustment bolt 23.Turn horizontal adjustment bolt 22, can regulate middle level platform girder steel 21(or underlying platform girder steel 31) the end apart from the distance of body of wall.Turn 23 on up-down adjustment bolt and can regulate middle level platform girder steel 21(or underlying platform girder steel 31) height and horizontality.Steel member 53 is provided with set bolt 24, the position of platform adjust appropriate after, set bolt 24 is fixed platform; The same bolt sleeve 52 that can arrange in body of wall as shown in Figure 8, set bolt 24 inserting bolts cover 52 can be fixed.
Preferably, be arranged with hanging basket at middle level platform and underlying platform, in order to bear the staff, convenient construction personnel construction.Wherein, hanging basket 60 is installed as the constructor and is removed steel member 53, only identifies the hanging basket in left side among the figure, and the hanging basket effect on right side is identical with it, does not tire out at this and states.Hanging basket 61 is regulated directive wheel 70 below the hanger as the constructor, and this directive wheel 70 is installed on hanger bottom and middle level platform 20 and the underlying platform 30, is used for convenient whole plateform system and slides up and down along wall.
What more than disclose only is the preferred embodiments of the present invention, can not limit the scope of the invention with this certainly.To any conversion and the replacement of technical solution of the present invention, all in protection scope of the present invention.
Claims (4)
1. modular system of carrying for building, it is characterized in that: comprise a plurality of unit independent of each other, each unit comprises and setting gradually from top to bottom and top layer platform, middle level platform and underlying platform parallel to each other that hanging with in the bottom of described top layer platform can be along the wall form of described top layer platform horizontal slip; Between described top layer platform and described middle level platform, be provided with more than three the pipe support perpendicular to these two platforms, described top layer platform is fixed in the upper end of described pipe support, described middle level platform is fixed in the lower end, and the two ends of described underlying platform and described middle level platform can be fixed on the body of wall;
At described top layer platform, middle level platform and the underlying platform of each unit, system is put forward on the hydraulic pressure top that also is provided with more than three, and each described hydraulic pressure top is put forward system and included:
Perpendicular to described middle level platform and underlying platform and with the jacking column of the corresponding setting of described pipe support; The lower end of described jacking column be fixed in described underlying platform, upper end pass described middle level platform and extend to described top layer platform and described middle level platform between described pipe support in; Around its axial line the joint that outwards protrudes more than two row is being set symmetrically on the external surface of described jacking column, each joint of every row arranges equally spacedly along the longitudinal direction of described jacking column;
Box in the jacking, it is fixedly connected on the bottom of described middle level platform by corbel, in described jacking, be provided with in the box more than two, promote supporting leg with the columns top one to one of joint on the described jacking column, described jacking column passes from the space that described plural top promotes between the supporting leg, describedly plurally goes up position that the top promotes supporting leg with respect to described jacking column symmetry and is in alignment with each other; Each described top lifting supporting leg of going up includes two ends, these two ends are used separately as jacking pin and last lifting pin, each is described go up the top promote supporting leg all can around on himself, be in a bit pivoting between described two ends, make each described jacking pin of going up promote pin at the described joint that props up respectively under the different working conditions on the described jacking column with described going up;
Box under the jacking, under the described jacking box comprise more than two, with described jacking column on joint columns one to one down the top promote supporting leg, described jacking column passes from the space that described plural down top promotes between the supporting leg, and the position that described plural top down promotes supporting leg is with respect to described jacking column symmetry and be in alignment with each other; Each described top down promotes supporting leg and includes two ends, these two ends are used separately as down the jacking pin and promote pin down, each described top promote supporting leg all can around on himself, be in a bit pivoting between described two ends, make each described jacking pin down and the described pin that promotes down at the described joint that props up respectively under the different working conditions on the described jacking column;
Plural hydraulic jack, described plural hydraulic jack are symmetrically distributed around described jacking column on cross section, and described plural hydraulic jack on the longitudinal section with respect to described jacking column symmetry; Each described hydraulic jack homogeneous end is fixedly connected in the described jacking on the box, and the other end is fixedly connected under the described jacking on the box;
Described middle level platform and described underlying platform have the middle level platform girder steel of the described pipe support of supporting respectively and support the underlying platform girder steel of described jacking column, and the two ends of described middle level platform girder steel and described underlying platform girder steel all should be able to be fixed on the body of wall of both sides;
The body of wall that finishes at pouring construction is embedded with bolt sleeve, correspondingly the two side ends of described middle level platform girder steel and described underlying platform girder steel be provided with the steel member of holding girder steel and with the supporting bolt part of described bolt sleeve, described bolt part pass described steel member again bolt go into just can make in the described bolt sleeve described middle level platform and described underlying platform girder steel to be fixed on the body of wall, thereby realize that described middle level platform and described underlying platform are fixed on the core tube concrete wall effectively;
Described steel member in the two side ends of described middle level platform girder steel and described underlying platform girder steel is provided with horizontal adjustment bolt and up-down adjustment bolt, respectively in order to the end of regulating described middle level platform and described underlying platform apart from the distance of body of wall and the height of described middle level platform and described underlying platform;
Be provided with the track perpendicular to wall form in the bottom of described top layer platform and described pylon, and described pipe support is provided with the die sinking device, also be provided with the die sinking device under the described pylon, described die sinking device can drive described wall form and move along described track cross level, thereby realizes die sinking and matched moulds.
2. the modular system of carrying for building as claimed in claim 1, it is characterized in that: put forward system corresponding to each hydraulic pressure top, described middle level platform is provided with two middle level platform girder steels, and a described top layer platform girder steel, described underlying platform girder steel are set respectively on described top layer platform and the described underlying platform; One end of described pipe support is fixedly connected on the described top layer platform girder steel, and the other end is fixedly connected on the platform girder steel of described middle level; The lower end of described jacking column is fixed on the described underlying platform girder steel, the upper end is passed the space in the middle of described two middle level platform girder steels, and extended in the described pipe support.
3. the modular system of carrying for building as claimed in claim 1, it is characterized in that: described top layer platform is the overhanging pylon conplane with it of encorbelmenting also, hanging with under the described pylon can be along the wall form of its horizontal slip, and the edge of described top layer platform also is provided with safety net.
4. the modular system of carrying for building as claimed in claim 1, it is characterized in that: be respectively arranged with hanging basket under described middle level platform and described underlying platform, in order to bear the staff, the convenient construction personnel carry out constructing operation.
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| CN 201110150815 CN102296808B (en) | 2011-06-07 | 2011-06-07 | Template hoisting system for building |
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| CN101492962A (en) * | 2009-03-06 | 2009-07-29 | 江都揽月机械有限公司 | Big-load integral hydraulic automatic mould raising device set |
| CN101949211A (en) * | 2010-10-29 | 2011-01-19 | 中建三局建设工程股份有限公司 | Low-position few-fulcrum modularized integral jacking steel platform formwork system |
| CN202117313U (en) * | 2011-06-07 | 2012-01-18 | 广州建筑股份有限公司 | Constructional mould lifting system |
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|---|---|---|---|---|
| JPH0510492A (en) * | 1991-07-04 | 1993-01-19 | Kawasaki Steel Corp | High strength pipe end screw protector and manufacture thereof |
| JP3026161B2 (en) * | 1996-05-22 | 2000-03-27 | ヒロセ株式会社 | Self-elevating formwork apparatus and method of lifting the apparatus |
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2011
- 2011-06-07 CN CN 201110150815 patent/CN102296808B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2079205U (en) * | 1989-10-10 | 1991-06-19 | 应惠清 | Formwork lifting frame |
| CN101319559A (en) * | 2008-07-18 | 2008-12-10 | 中国建筑第四工程局有限公司 | Multifunctional variable integral hoisting template system |
| CN101492962A (en) * | 2009-03-06 | 2009-07-29 | 江都揽月机械有限公司 | Big-load integral hydraulic automatic mould raising device set |
| CN101949211A (en) * | 2010-10-29 | 2011-01-19 | 中建三局建设工程股份有限公司 | Low-position few-fulcrum modularized integral jacking steel platform formwork system |
| CN202117313U (en) * | 2011-06-07 | 2012-01-18 | 广州建筑股份有限公司 | Constructional mould lifting system |
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|---|---|
| CN102296808A (en) | 2011-12-28 |
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