CN202117313U - Constructional mould lifting system - Google Patents
Constructional mould lifting system Download PDFInfo
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- CN202117313U CN202117313U CN2011201886384U CN201120188638U CN202117313U CN 202117313 U CN202117313 U CN 202117313U CN 2011201886384 U CN2011201886384 U CN 2011201886384U CN 201120188638 U CN201120188638 U CN 201120188638U CN 202117313 U CN202117313 U CN 202117313U
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Abstract
The utility model relates to a constructional mould lifting system, which comprises a top layer platform, a middle layer platform and a bottom layer platform which are arranged in sequence from top to bottom and are parallel with each other, wherein the bottom of the top layer platform is hung with a wall body mould plate capable of sliding horizontally along the top plate platform; a tubular upright, which is perpendicular to the top layer platform and the middle layer platform, is fixed between the two platforms; the both ends of steel beams for supporting the tubular upright of the middle layer platform and the bottom layer platform can be fixed on two side wall bodies; more than three hydraulic lifting systems are further arranged on the top layer platform, the middle layer platform and the bottom layer platform of each unit; each of the hydraulic lifting systems includes a lifting upright, a lifting upper box, a lifting lower box, and a pair of hydraulic cylinders connected between the lifting upper box and the lifting lower box. The constructional mould lifting system can lift the platform by a floor height effectively, thus realizing construction of a central cylinder wall body and other constructions upwards one by one layer; in addition, the constructional mould lifting system is high in safety and reliability, and capable of avoiding crash phenomenon.
Description
Technical field
The utility model belongs to the building machinery field, relates to flexible ram 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, when the body of wall variable cross-section, then need carry out transition processing (resetting such as climbing through two layers), 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 when construction, need finishing all constructions of the platform of a height; Can not realize continuous productive process, it is dumb to construct, and loses time; And whole flat is big, is difficult to realize the correction operation.
For this reason, a kind of improved modular system of carrying for building need be provided.
Summary of the invention
The purpose of the utility model 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 utility model 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 parallel top layer platform, middle level platform and underlying platform that hanging with in the bottom of said top layer platform can be along the wall form of said top layer platform horizontal slip; Between said top layer platform and said middle level platform, be provided with more than three pipe support perpendicular to these two platforms; Said top layer platform is fixed in the upper end of said pipe support, said middle level platform is fixed in the lower end, and the two ends of said underlying platform and said middle level platform can be fixed on the body of wall;
To said top layer platform, middle level platform and the underlying platform of each unit, the ram that also is provided with more than three is put forward system, and each said ram is put forward system and included:
Perpendicular to said middle level platform and underlying platform and with the jacking column of the corresponding setting of said pipe support; The lower end of said jacking column be fixed in said underlying platform, upper end pass said middle level platform and extend to said top layer platform and said middle level platform between said 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 said jacking column, each joint of every row is provided with along the longitudinal direction of said jacking column equally spacedly;
Box in the jacking; It is fixedly connected on the bottom of said middle level platform through corbel; In said jacking, be provided with in the box more than two, with said jacking column on joint columns one to one on the top promote supporting leg; Said jacking column passes from the space that said plural top promotes between the supporting leg, saidly plurally goes up position that the top promotes supporting leg with respect to said jacking column symmetry and be in alignment with each other; Each said 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 said go up the top promote supporting leg all can around on himself, be in a bit pivoting between said two ends, make each saidly go up jacking pin and said going up promotes pin at the said joint that props up respectively under the different working situation on the said jacking column;
Box under the jacking; Under the said jacking box comprise more than two, with said jacking column on joint columns one to one down the top promote supporting leg; Said jacking column passes from the space that said plural down top promotes between the supporting leg, and the position that said plural top down promotes supporting leg is with respect to said jacking column symmetry and be in alignment with each other; Each said 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 said top promote supporting leg all can around on himself, be in a bit pivoting between said two ends, make each said jacking pin down and the said pin that promotes down at the said joint that props up respectively under the different working situation on the said jacking column;
Plural hydraulic jack, said plural hydraulic jack are symmetrically distributed around said jacking column on cross section, and said plural hydraulic jack is symmetrical with respect to said jacking column on the longitudinal section; Each said hydraulic jack homogeneous end is fixedly connected in the said jacking on the box, and the other end is fixedly connected under the said jacking on the box.
Preferably; Said middle level platform and said underlying platform have the middle level platform girder steel and the underlying platform girder steel that supports said jacking column of the said pipe support of supporting respectively, and the two ends of said middle level platform girder steel and said 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 ram, said middle level platform is provided with two middle level platform girder steels, and a said top layer platform girder steel, said underlying platform girder steel are set respectively on said top layer platform and the said underlying platform; One end of said pipe support is fixedly connected on the said top layer platform girder steel, and the other end is fixedly connected on the platform girder steel of said middle level; The lower end of said jacking column is fixed on the said underlying platform girder steel, the upper end is passed the space in the middle of said two middle level platform girder steels, and extended in the said pipe support.
Preferably; On the body of wall that pouring construction finishes, be embedded with bolt sleeve; Correspondingly the two side ends of said middle level platform girder steel and said underlying platform girder steel be provided with the steel member of holding girder steel and with the supporting bolt part of said bolt sleeve; Said bolt part pass said steel member again bolt go into just can make in the said bolt sleeve said middle level platform and said underlying platform girder steel to be fixed on the body of wall, thereby realize that said middle level platform and said underlying platform are fixed on the core tube concrete wall effectively.
Preferably; On the said steel member of the two side ends of said middle level platform girder steel and said underlying platform girder steel, be provided with horizontal adjustment bolt and up-down adjustment bolt, respectively in order to the end of regulating said middle level platform and said underlying platform apart from the distance of body of wall and the height of said middle level platform and said underlying platform.
Preferably, the also overhanging pylon conplane of encorbelmenting of said top layer platform with it, hanging with under the said pylon can be along the wall form of its horizontal slip, and the edge of said lifting platform also is provided with safety net.
Preferably; Be provided with track in the bottom of said top layer platform and said pylon perpendicular to wall form; And said pipe support is provided with the die sinking device; Also be provided with the die sinking device under the said pylon, said die sinking device can drive said wall form and move along said track cross level, thereby realizes die sinking and matched moulds.
Preferably, under said middle level platform and said underlying platform, be respectively arranged with hanging basket, in order to bear the staff, the convenient construction personnel carry out constructing operation.
The beneficial effect of the utility model is: the utility model 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, ram is carried story height of jacking that system can automatically realize each platform, thereby realizes upwards successively carrying out wall construction, and concrete top lifting process is introduced in the specific embodiment hereinafter in detail.Simultaneously; Because ram is carried in the jacking of system under the box and jacking box and had the top of going up separately and carry supporting leg with Xia Ding carries supporting leg, perhaps in the process of lifting, it can withstand the joint of jacking column simultaneously in jacking; 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 utility model sketch map of carrying an embodiment of modular system for building.
Fig. 2 carries the sketch map of system for showing the ram of carrying modular system for building shown in Figure 1.
Sketch map when Fig. 3 proposes system's jacking preparation for demonstration ram shown in Figure 2.
Side schematic view when Fig. 4 proposes system's jacking preparation for ram shown in Figure 3.
Fig. 5 carries the sketch map of system after with top layer platform and floor of middle level platform jacking for showing ram shown in Figure 2.
Sketch map when Fig. 6 proposes the system improving preparation for demonstration ram shown in Figure 2.
Fig. 7 puies forward system underlying platform is promoted the sketch map behind the floor for showing ram shown in Figure 2.
Fig. 8 is the sketch map 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
To combine accompanying drawing to introduce the specific embodiment of the utility model in detail below.Like Fig. 1-Fig. 8 B, at length shown the modular system of carrying for building of an embodiment.
As shown in Figure 1, this is for building carries modular system and comprises and setting gradually from top to bottom and parallel top layer platform 10, middle level platform 20 and underlying platform 30.Be provided with 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 utility model, 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 supports 13 and (in view, only can see two perpendicular to these two platforms; In fact on the position parallel, also be provided with two pipe supports with this view; 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 abilities 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 flat will pass on the core tube concrete wall through the girder steel of underlying platform 30 and middle level platform 20.
Above-mentioned top layer platform 10, middle level platform 20, underlying platform 30 can be regarded as a unit in work progress, according to the construction needs these platforms of a plurality of unit can be set, and 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 simultaneously the platform of another unit at higher position, another batch constructor can be simultaneously to the concrete wall body construction of the higher floor at this place, place, unit; Simultaneously the platform of another unit is in eminence more; A collection of again 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, accelerate construction progress.And could be at the wall construction of next floor after needn't waiting all concrete wall body constructions of a whole floor all to accomplish.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 ram are put forward system 40 and are comprised:
Jacking column 41 perpendicular to underlying platform 30 (or middle level platform 20); 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.On the external surface of jacking column 41, be provided with the outwards joint 411 of protrusion of two row symmetrically, each joint of every row is provided with along the longitudinal direction of jacking column 411 equally spacedly.
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; One end of hydraulic jack 44,46 (cylinder body one end 441,461, vice versa) is 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 utility model, 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 corresponding for the columns of the joint on the jacking column, also can be not corresponding.Above-mentioned upward top promotes supporting leg, the rotation of following top lifting supporting leg and the motion of hydraulic jack and can adopt any suitable technology of the prior art to realize, this tired stating.
As preferred construction; In the present embodiment; As shown in Figure 4; Middle level platform 20 has the middle level platform girder steel 21 of supporting tubular column and the underlying platform girder steel 31 of support jacking column respectively with underlying platform 30, and 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, like Fig. 3, shown in Figure 4, put forward system corresponding to each ram, middle level platform 20 is provided with two middle level platform girder steels 21, on top layer platform 10 and the underlying platform 30 a top layer platform girder steel 11, underlying platform girder steel 31 is set respectively; 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 stated,, be provided with three ram at least and put forward system, in other embodiment, also can the crossbeam on each platform be set certainly according to suitable structure of the prior art corresponding to one group of top layer, middle level, underlying platform.
Introduce the operating principle of this ram Hoisting System in detail below in conjunction with Fig. 3-Fig. 7.
(1) jacking campaign.
1, like Fig. 3-shown in 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 through jacking pin and jacking column.
3, oil cylinder conversion oil-feed and fuel-displaced direction; Oil cylinder is connected hydraulic oil, and 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 accomplish middle level platform and story height of top layer platform jacking.
(2) lifter motion.
1, like 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 has set beeline with following box 43 in the jacking up to recovering.
Step 2 to step 3 is a complete lifting action, moves in circles and can accomplish 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 looked the needs of construction and decide, and 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, 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 at pylon.
Preferably; Like Fig. 1, shown in Figure 8; On the body of wall that pouring construction finishes, be embedded with bolt sleeve 52, correspondingly in the middle level two side ends of the middle level platform girder steel 21 of the column of supporting tubular respectively of 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 fixing with underlying platform 30.
In other preferred embodiments; Shown in Fig. 9-Fig. 9 B; The two side ends of the middle level platform girder steel 21 of the column of supporting tubular respectively of platform 20 and underlying platform 30 and jacking column and underlying platform girder steel 31 is provided with the steel member 53 of holding girder steel in the middle level, and steel member 53 is provided with horizontal adjustment bolt 22 and up-down adjustment bolt 23.Turn horizontal adjustment bolt 22, can regulate the distance of the end of middle level platform girder steel 21 (or underlying platform girder steel 31) apart from body of wall.Turn 23 on up-down adjustment bolt and can regulate the height and the horizontality of middle level platform girder steel 21 (or underlying platform girder steel 31).Steel member 53 is provided with set bolt 24, and after the adjustment of the position of platform was appropriate, set bolt 24 was fixed platform; The same bolt sleeve 52 as shown in Figure 8 that in body of wall, can be provided with, set bolt 24 inserting bolts cover 52 can be fixed.
Preferably, platform and underlying platform are arranged with hanging basket in the middle level, 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, this not tired stating.Hanging basket 61 is regulated the 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 to make things convenient for the whole flat system to slide up and down along wall.
What more than disclose only is the preferred embodiment of the utility model, can not limit the scope of the utility model certainly with this.To any conversion and the replacement of the utility model technical scheme, all in the protection domain of the utility model.
Claims (8)
1. the modular system of carrying for building is characterized in that: comprise setting gradually from top to bottom and parallel top layer platform, middle level platform and underlying platform that hanging with in the bottom of said top layer platform can be along the wall form of said top layer platform horizontal slip; Between said top layer platform and said middle level platform, be provided with more than three pipe support perpendicular to these two platforms; Said top layer platform is fixed in the upper end of said pipe support, said middle level platform is fixed in the lower end, and the two ends of said underlying platform and said middle level platform can be fixed on the body of wall;
To said top layer platform, middle level platform and the underlying platform of each unit, the ram that also is provided with more than three is put forward system, and each said ram is put forward system and included:
Perpendicular to said middle level platform and underlying platform and with the jacking column of the corresponding setting of said pipe support; The lower end of said jacking column be fixed in said underlying platform, upper end pass said middle level platform and extend to said top layer platform and said middle level platform between said 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 said jacking column, each joint of every row is provided with along the longitudinal direction of said jacking column equally spacedly;
Box in the jacking; It is fixedly connected on the bottom of said middle level platform through corbel; In said jacking, be provided with in the box more than two, with said jacking column on joint columns one to one on the top promote supporting leg; Said jacking column passes from the space that said plural top promotes between the supporting leg, saidly plurally goes up position that the top promotes supporting leg with respect to said jacking column symmetry and be in alignment with each other; Each said 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 said go up the top promote supporting leg all can around on himself, be in a bit pivoting between said two ends, make each saidly go up jacking pin and said going up promotes pin at the said joint that props up respectively under the different working situation on the said jacking column;
Box under the jacking; Under the said jacking box comprise more than two, with said jacking column on joint columns one to one down the top promote supporting leg; Said jacking column passes from the space that said plural down top promotes between the supporting leg, and the position that said plural top down promotes supporting leg is with respect to said jacking column symmetry and be in alignment with each other; Each said 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 said top promote supporting leg all can around on himself, be in a bit pivoting between said two ends, make each said jacking pin down and the said pin that promotes down at the said joint that props up respectively under the different working situation on the said jacking column;
Plural hydraulic jack, said plural hydraulic jack are symmetrically distributed around said jacking column on cross section, and said plural hydraulic jack is symmetrical with respect to said jacking column on the longitudinal section; Each said hydraulic jack homogeneous end is fixedly connected in the said jacking on the box, and the other end is fixedly connected under the said jacking on the box.
2. the modular system of carrying for building as claimed in claim 1; It is characterized in that: said middle level platform and said underlying platform have the middle level platform girder steel and the underlying platform girder steel that supports said jacking column of the said pipe support of supporting respectively, and the two ends of said middle level platform girder steel and said underlying platform girder steel all should be able to be fixed on the body of wall of both sides.
3. the modular system of carrying for building as claimed in claim 2; It is characterized in that: put forward system corresponding to each ram; Said middle level platform is provided with two middle level platform girder steels, and a said top layer platform girder steel, said underlying platform girder steel are set respectively on said top layer platform and the said underlying platform; One end of said pipe support is fixedly connected on the said top layer platform girder steel, and the other end is fixedly connected on the platform girder steel of said middle level; The lower end of said jacking column is fixed on the said underlying platform girder steel, the upper end is passed the space in the middle of said two middle level platform girder steels, and extended in the said pipe support.
4. the modular system of carrying for building as claimed in claim 2; It is characterized in that: on the body of wall that pouring construction finishes, be embedded with bolt sleeve; Correspondingly the two side ends of said middle level platform girder steel and said underlying platform girder steel be provided with the steel member of holding girder steel and with the supporting bolt part of said bolt sleeve; Said bolt part pass said steel member again bolt go into just can make in the said bolt sleeve said middle level platform and said underlying platform girder steel to be fixed on the body of wall, thereby realize that said middle level platform and said underlying platform are fixed on the core tube concrete wall effectively.
5. the modular system of carrying for building as claimed in claim 2; It is characterized in that: on the said steel member of the two side ends of said middle level platform girder steel and said underlying platform girder steel, be provided with horizontal adjustment bolt and up-down adjustment bolt, respectively in order to the end of regulating said middle level platform and said underlying platform apart from the distance of body of wall and the height of said middle level platform and said underlying platform.
6. the modular system of carrying for building as claimed in claim 1; It is characterized in that: the also overhanging pylon conplane of encorbelmenting of said top layer platform with it; Hanging with under the said pylon can be along the wall form of its horizontal slip, and the edge of said lifting platform also is provided with safety net.
7. the modular system of carrying for building as claimed in claim 1; It is characterized in that: be provided with track perpendicular to wall form in the bottom of said top layer platform and said pylon; And said pipe support is provided with the die sinking device; Also be provided with the die sinking device under the said pylon, said die sinking device can drive said wall form and move along said track cross level, thereby realizes die sinking and matched moulds.
8. the modular system of carrying for building as claimed in claim 1 is characterized in that: under said middle level platform and said underlying platform, be respectively arranged with hanging basket, in order to bear the staff, the convenient construction personnel carry out constructing operation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201886384U CN202117313U (en) | 2011-06-07 | 2011-06-07 | Constructional mould lifting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201886384U CN202117313U (en) | 2011-06-07 | 2011-06-07 | Constructional mould lifting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202117313U true CN202117313U (en) | 2012-01-18 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201886384U Expired - Lifetime CN202117313U (en) | 2011-06-07 | 2011-06-07 | Constructional mould lifting system |
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| Country | Link |
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| CN (1) | CN202117313U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296808A (en) * | 2011-06-07 | 2011-12-28 | 广州建筑股份有限公司 | Template hoisting system for building |
| CN108060930A (en) * | 2017-10-23 | 2018-05-22 | 苏玉明 | A kind of concrete wall placing installation |
| CN110700572A (en) * | 2019-10-23 | 2020-01-17 | 上海建工集团股份有限公司 | Height-adjustable supporting base and using method thereof |
-
2011
- 2011-06-07 CN CN2011201886384U patent/CN202117313U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102296808A (en) * | 2011-06-07 | 2011-12-28 | 广州建筑股份有限公司 | Template hoisting system for building |
| CN102296808B (en) * | 2011-06-07 | 2013-09-25 | 广州建筑股份有限公司 | Template hoisting system for building |
| CN108060930A (en) * | 2017-10-23 | 2018-05-22 | 苏玉明 | A kind of concrete wall placing installation |
| CN108060930B (en) * | 2017-10-23 | 2023-07-21 | 苏玉明 | Concrete wall pouring equipment |
| CN110700572A (en) * | 2019-10-23 | 2020-01-17 | 上海建工集团股份有限公司 | Height-adjustable supporting base and using method thereof |
| CN110700572B (en) * | 2019-10-23 | 2021-09-21 | 上海建工集团股份有限公司 | Height-adjustable supporting base and using method thereof |
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Granted publication date: 20120118 |