CN202990413U - Integral lifting type turnable steel moulding plate - Google Patents
Integral lifting type turnable steel moulding plate Download PDFInfo
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- CN202990413U CN202990413U CN2012206622387U CN201220662238U CN202990413U CN 202990413 U CN202990413 U CN 202990413U CN 2012206622387 U CN2012206622387 U CN 2012206622387U CN 201220662238 U CN201220662238 U CN 201220662238U CN 202990413 U CN202990413 U CN 202990413U
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Abstract
An integral lifting type turnable steel moulding plate comprises a main moldboard, flying rings and connecting plates, wherein the flying rings and the connecting plates are connected on the main moldboard in a welding mode. A girder lower turnable steel moulding plate is installed on the left side of the main moldboard, and an angle mold turnable steel moulding plate is installed on the right side of the main moldboard, wherein the girder lower turnable steel moulding plate and the angle mold turnable steel moulding plate are connected with the main moldboard in a hinged mode through a connecting hinge. An upper notch corresponding to a girder is formed at an upper angle position of one side of the main moldboard, wherein the side of the main moldboard is connected with the girder lower turnable steel moulding plate, the upper end face of the girder lower turnable steel moulding plate is parallel and level with the bottom face of the upper notch, and the lower end face of the girder lower turnable steel moulding plate is higher than the lower end face of the main moldboard. The integral lifting type turnable steel moudling plate is easy to use. Workload can be greatly reduced in the process of supporting or dismantling of the moldboard, construction cycle can be greatly shortened, the construction schedule is accelerated, and construction quality at a door opening position can be improved.
Description
Technical field
The utility model relates to the steel form that a kind of building operations is used, particularly a kind of integral lifting steel form.
Background technology
Along with increase high-rise, super-high building structure, construction technology is constantly reformed, in the vertical wall construction of numerous Core Walls Structure shear walls, generally adopt the integral lifting steel form to carry out the body of wall pouring construction, the plurality of advantages such as that this construction technology has is simple to operate, speed of application fast, the form removal impression is good, the number of turnover is many.
But, also have following some shortcomings in the vertical wall construction of Core Walls Structure shear wall: 1, at the more internal corner part of shear wall, when adopting the integral lifting steel form to build, have the shortcoming that the integral lifting steel form is difficult for dismounting; 2, in the door opening position, need to adopt the integral lifting steel form to coordinate the mode of door opening side form to build, and the door opening side form is the form that adopts wooden form+steel pipe flitch, have be not easy to reinforce, the shortcoming of easily sudden and violent mould, so can cause the door opening end product quality to have defective.
The utility model content
The purpose of this utility model is to provide the turning steel form of a kind of integral lifting, solve traditional integral lifting steel form and be difficult for removing at the more internal corner part of shear wall, and the door opening side form that is used in conjunction with in the door opening position, with the integral lifting steel form is not easy to reinforce and the technical problem of easily sudden and violent mould.
for achieving the above object, the utility model adopts following technical scheme: the turning steel form of a kind of integral lifting, comprise master module and the suspension ring that are welded on master module, junction plate, described master module is comprised of master module panel and the master module skeleton that is located at the master module back side of panel, the master module skeleton is again by the vertical rib of master module, master module back cord and master module frame form, it is characterized in that: the left and right sides one side of described master module is provided with overturning steel molding plate under beam, opposite side is provided with the angle mould overturning steel molding plate, and under beam, overturning steel molding plate and angle mould overturning steel molding plate all are articulated and connected by connecting hinge page and master module.
Under described master module tie-beam, the Shang Jiaochu of overturning steel molding plate one side has the upper gap corresponding with the upper strata beam, and under described beam, the upper surface of overturning steel molding plate is concordant with the bottom surface of upper gap, and under beam, the lower surface of overturning steel molding plate is higher than the lower surface of master module.
under described beam, overturning steel molding plate is by overturning steel molding plate panel under beam be located at that under the beam of overturning steel molding plate back side of panel under beam, the overturning steel molding plate skeleton forms, under beam, the overturning steel molding plate skeleton is again by the vertical rib of overturning steel molding plate under beam, overturning steel molding plate frame composition under overturning steel molding plate back cord and beam under beam, under described beam, the overturning steel molding plate back cord extends to the outside of overturning steel molding plate frame under beam, and under beam, the overturning steel molding plate back cord extends on that section in the outside of overturning steel molding plate frame under beam and has connecting hole, under described beam, the overturning steel molding plate frame removably connects by bolt and master module frame.
Described angle mould overturning steel molding plate comprises angle mould overturning steel molding plate panel and the angle mould overturning steel molding plate frame that is located at angle mould overturning steel molding plate back side of panel, and described angle mould overturning steel molding plate frame also removably connects by bolt and master module frame.
Described connection hinge page is by being welded on two gussets on master module, being welded on a gusset on overturning steel molding plate under beam or angle mould overturning steel molding plate and two gussets and a hinged bearing pin of gusset are formed.
The vertical rib of described master module can be channel-section steel, angle steel, square steel or i iron.
Described master module back cord can be channel-section steel, angle steel, square steel or i iron.
Described master module frame can be channel-section steel, angle steel, square steel or i iron.
Under described beam, the vertical rib of overturning steel molding plate can be channel-section steel, angle steel, square steel or i iron.
Under described beam, the overturning steel molding plate back cord can be channel-section steel, angle steel, square steel or i iron.
Under described beam, the overturning steel molding plate frame can be channel-section steel, angle steel, square steel or i iron.
Described angle mould overturning steel molding plate frame can be channel-section steel, angle steel, square steel or i iron.
Compared with prior art the utlity model has following characteristics and beneficial effect:
1, the utility model has been optimized structure.During as the shear wall internal corner formwork, can greatly increase the modular space of moving back of angle mould, be conducive to workman's form removal, avoid the barbarous form removal of workman to destroy the concrete presentation quality; When coordinating as side form under beam and with the door opening side form, can reinforce the door opening side form, the displacement of door opening side form when avoiding concreting, reduce the generation of sudden and violent mould, simultaneously, can also effectively control shear wall (particularly wall thickness is than large part) door opening specification, guarantee the physical dimension of door opening and location accurately.So comprehensive, the utility model use simple easily, be no matter template install or the dismounting of template on can reduce greatly workload, can greatly shorten the cycle of construction, accelerate the progress of construction, and can improve the construction quality at door opening place.
2, size of the present utility model can design according to the engineering structures form, strong adaptability.
3, the utility model especially is fit to be applied in Super High assembling low level jacking formwork system.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is that structure master of the present utility model looks schematic diagram.
Fig. 2 is that the utility model is arranged under beam and is in the plane structure schematic diagram of formwork state.
Fig. 3 is that the utility model is arranged under beam and is in the plane structure schematic diagram that form removal promotes state.
Fig. 4 is that the utility model is arranged on shear wall inner corner trim place and is in the plane structure schematic diagram of formwork state.
Fig. 5 is that the utility model is arranged on shear wall inner corner trim place and is in the plane structure schematic diagram that form removal promotes state.
Fig. 6 is the schematic diagram that under beam, the overturning steel molding plate back cord is connected and fixed by overturning steel molding plate back cord under core band and self-locking steel pin and adjacent beam.
Reference numeral: 1-master module, 1.1-master module panel, the vertical rib of 1.2-master module, 1.3-master module back cord, 1.4-master module frame; Overturning steel molding plate frame, 2.5-connecting hole under overturning steel molding plate back cord, 2.4-beam under the vertical rib of overturning steel molding plate, 2.3-beam under overturning steel molding plate panel, 2.2-beam under overturning steel molding plate, 2.1-beam under the 2-beam; 3-angle mould overturning steel molding plate; 3.1-angle mould overturning steel molding plate panel, 3.2-angle mould overturning steel molding plate frame; The upper gap of 4-; The 5-gusset; The 6-bearing pin; 7-core band; 8-self-locking steel pin; The 9-suspension ring; The 10-junction plate; The 11-shear wall; The 12-beam; The 13-angle mould; The 14-bolt; 15-door opening side form.
The specific embodiment
Embodiment is shown in Figure 1, the turning steel form of this integral lifting, comprise master module 1 and the suspension ring 9, the junction plate 10 that are welded on master module, the left and right sides one side of described master module 1 is provided with that under beam, overturning steel molding plate 2, opposite side are provided with angle mould overturning steel molding plate 3, and under beam, overturning steel molding plate 2 is connected with the angle mould overturning steel molding plate and all is articulated and connected by connecting hinge page and master module 1.Described suspension ring 9 are template hitch points, play simultaneously the secondary fuse effect.Described junction plate 10 is connected with integral lifting rack, plays fixed form.Under beam, overturning steel molding plate 2 is connected with the angle mould overturning steel molding plate and is all connected by being connected hinge page with master module 1, can carry out 180 ° of upsets, can realize by the flexible upset to overturning steel molding plate under beam and angle mould overturning steel molding plate respectively so installation of the present utility model and integral body upwards promote two states.
In the present embodiment, under master module 1 tie-beam, the Shang Jiaochu of overturning steel molding plate 2 one sides has the low 40～60mm of the aspect ratio bottom elevation left and right of the upper gap 4 of the upper gap 4(corresponding with the upper strata beam, 40～60mm is the distortion surplus capacity when considering that beam is built), under described beam, the upper surface of overturning steel molding plate 2 is concordant with the bottom surface of upper gap 4, under beam, the lower surface of overturning steel molding plate 2 is higher than (high 140～160mm left and right, the lower surface of master module 1, design is to consider that template need wrap down the beam concrete 100mm of lower floor like this, the distortion surplus capacity the when beam that also will consider simultaneously 40～60mm is built).When building concrete, if between upper gap 4 and beam, the space is arranged, use the wooden form shutoff, build distortion to prevent the beam concrete, and guarantee that template is difficult for upset.
Referring to Fig. 2-5, described master module is comprised of master module panel 1.1 and the master module skeleton that is located at the master module back side of panel, and the master module skeleton is comprised of the vertical rib 1.2 of master module, master module back cord 1.3 and master module frame 1.4 again.Described master module panel 1.1 directly with the body of wall contact site, and indulge rib 1.2, the 1.3 power transmissions reinforcings of master module back cord by master module.Described master module frame 1.4 is linked to be a firm stressed integral body with master module panel 1.1, the vertical rib 1.2 of master module and master module back cord 1.3.
Referring to Fig. 2-5, in the present embodiment, connect hinge page by being welded on two gussets 5 on master module 1, being welded on a gusset 5 on overturning steel molding plate 2 under beam or angle mould overturning steel molding plate 3 and two gussets and a hinged bearing pin 6 of gusset are formed.Gusset 5 and bearing pin 6 have formed connection hinge page (also can be overturning steel molding plate loose-leaf device), can carry out 180 ° of rotations to overturning steel molding plate (being overturning steel molding plate 2 and angle mould overturning steel molding plate 3 under beam).
Referring to Fig. 2, Fig. 3, under described beam, overturning steel molding plate 2 is by overturning steel molding plate panel under beam 2.1 be located at that under the beam of overturning steel molding plate back side of panel under beam, the overturning steel molding plate skeleton forms, under beam, the overturning steel molding plate skeleton is comprised of overturning steel molding plate frame 2.4 under overturning steel molding plate back cord 2.3 and beam under the vertical rib 2.2 of overturning steel molding plate under beam, beam again, under described beam, overturning steel molding plate back cord 2.3 extends to the outside of overturning steel molding plate frame 2.4 under beam, and under beam, overturning steel molding plate back cord 2.3 extends on that section in overturning steel molding plate frame 2.4 outsides under beam and has connecting hole 2.5.
referring to Fig. 2, when the utility model is arranged under beam when side form (under namely as beam) and is used for building the shear wall of door opening, and when being in the matched moulds state, under beam, overturning steel molding plate frame 2.4 removably connects by bolt 14 and master module frame 1.4, that section that under beam, overturning steel molding plate back cord 2.3 extends overturning steel molding plate frame 2.4 outsides under beam is connected with the steel form of shear wall another side with self-locking steel pin 8 in being connected connecting hole 2.5 by core band 7, the core band 7 of this moment can be fixed door opening side form 15, can avoid the displacement of door opening side form when concreting, can guarantee the physical dimension of door opening and location accurately.In the present embodiment, core band 7 herein is an i iron.
Referring to Fig. 6, when the utility model is arranged under beam when side form (under namely as beam) and is used for building the shear wall that there is no door opening, and when being in the matched moulds state, under the beam of a turning steel form of integral lifting overturning steel molding plate back cord 2.3 by core band 7 and self-locking steel pin 8 and an adjacent turning steel form of integral lifting beam under overturning steel molding plate back cord 2.3 be connected and fixed, form thus a large overall template.In the present embodiment, core band 7 herein is a steel member that is formed by shaped steel and Plate Welding.
Referring to Fig. 4, Fig. 5, described angle mould overturning steel molding plate 3 comprises angle mould overturning steel molding plate panel 3.1 and the angle mould overturning steel molding plate frame 3.2 that is located at angle mould overturning steel molding plate back side of panel, and described angle mould overturning steel molding plate frame 3.2 also removably connects by bolt 14 and master module frame 1.4.
When the utility model is arranged on shear wall inner corner trim place (namely as the shear wall internal corner formwork time), and angle mould overturning steel molding plate 3 is when the matched moulds state, described angle mould overturning steel molding plate frame 3.2 removably connects by bolt 14 and master module frame 1.4, and angle mould overturning steel molding plate frame 3.2 also removably connects by bolt with angle mould 13.
The benefit that angle mould overturning steel molding plate 3 is set is, in shear wall angle mould position, when form removal, angle mould overturning steel molding plate 3 can overturn 180 ° easily to back cord, greatly increased the modular space of moving back of angle mould this moment, so the design of angle mould overturning steel molding plate 3 is beneficial to workman's form removal, avoided the barbarous form removal of workman to destroy the concrete presentation quality.
The vertical rib 1.2 of described master module can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Described master module back cord 1.3 can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Described master module frame 1.4 can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Under described beam, the vertical rib 2.2 of overturning steel molding plate can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Under described beam, overturning steel molding plate back cord 2.3 can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Under described beam, overturning steel molding plate frame 2.4 can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.Described angle mould overturning steel molding plate frame 3.2 can be the shaped steel such as channel-section steel, angle steel, square steel or i iron.
Claims (9)
1. turning steel form of integral lifting, comprise master module (1) and be welded on suspension ring (9) on master module, junction plate (10), described master module is comprised of master module panel (1.1) and the master module skeleton that is located at the master module back side of panel, the master module skeleton is again by the vertical rib (1.2) of master module, master module back cord (1.3) and master module frame (1.4) form, it is characterized in that: the left and right sides one side of described master module (1) is provided with overturning steel molding plate under beam (2), opposite side is provided with angle mould overturning steel molding plate (3), and overturning steel molding plate under beam (2) is connected 3 with the angle mould overturning steel molding plate) all be articulated and connected by connecting hinge page and master module (1), under described master module (1) tie-beam, the Shang Jiaochu of overturning steel molding plate (2) one sides has the upper gap (4) corresponding with the upper strata beam, the upper surface of overturning steel molding plate under described beam (2) is concordant with the bottom surface of upper gap (4), the lower surface of overturning steel molding plate under beam (2) is higher than the lower surface of master module (1),
overturning steel molding plate under described beam (2) is by overturning steel molding plate panel (2.1) under beam and be located at that under the beam of overturning steel molding plate back side of panel under beam, the overturning steel molding plate skeleton forms, under beam, the overturning steel molding plate skeleton is again by the vertical rib (2.2) of overturning steel molding plate under beam, overturning steel molding plate frame (2.4) composition under overturning steel molding plate back cord (2.3) and beam under beam, under described beam, overturning steel molding plate back cord (2.3) extends to the outside of overturning steel molding plate frame (2.4) under beam, and under beam, overturning steel molding plate back cord (2.3) extends on that section in the outside of overturning steel molding plate frame (2.4) under beam and has connecting hole (2.5), under described beam, overturning steel molding plate frame (2.4) removably connects by bolt (14) and master module frame (1.4),
Described angle mould overturning steel molding plate (3) comprises angle mould overturning steel molding plate panel (3.1) and is located at the angle mould overturning steel molding plate frame (3.2) of angle mould overturning steel molding plate back side of panel, and described angle mould overturning steel molding plate frame (3.2) also removably connects by bolt (14) and master module frame (1.4).
2. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: described connection hinge page is by being welded on two gussets (5) on master module (1), being welded on the gusset (5) on overturning steel molding plate under beam (2) or angle mould overturning steel molding plate (3) and two gussets and the hinged bearing pin (6) of gusset are formed.
3. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: described master module is indulged rib (1.2) and is channel-section steel, angle steel, square steel or i iron.
4. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: described master module back cord (1.3) is channel-section steel, angle steel, square steel or i iron.
5. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: described master module frame (1.4) is channel-section steel, angle steel, square steel or i iron.
6. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: under described beam, the vertical rib (2.2) of overturning steel molding plate is channel-section steel, angle steel, square steel or i iron.
7. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: under described beam, overturning steel molding plate back cord (2.3) is channel-section steel, angle steel, square steel or i iron.
8. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: under described beam, overturning steel molding plate frame (2.4) is channel-section steel, angle steel, square steel or i iron.
9. the turning steel form of a kind of integral lifting according to claim 1 is characterized in that: described angle mould overturning steel molding plate frame (3.2) is channel-section steel, angle steel, square steel or i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206622387U CN202990413U (en) | 2012-12-05 | 2012-12-05 | Integral lifting type turnable steel moulding plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012206622387U CN202990413U (en) | 2012-12-05 | 2012-12-05 | Integral lifting type turnable steel moulding plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202990413U true CN202990413U (en) | 2013-06-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012206622387U Expired - Fee Related CN202990413U (en) | 2012-12-05 | 2012-12-05 | Integral lifting type turnable steel moulding plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202990413U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319840A (en) * | 2022-01-13 | 2022-04-12 | 广东天凛高新科技有限公司 | Collapsible cast-in-place mould that goes up and down |
-
2012
- 2012-12-05 CN CN2012206622387U patent/CN202990413U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319840A (en) * | 2022-01-13 | 2022-04-12 | 广东天凛高新科技有限公司 | Collapsible cast-in-place mould that goes up and down |
| CN114319840B (en) * | 2022-01-13 | 2024-02-27 | 广东天凛高新科技有限公司 | Cast-in-situ mold capable of being folded and lifted |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130612 Termination date: 20191205 |