CN112727070A - Steel frame GMT combined die carrier - Google Patents
Steel frame GMT combined die carrier Download PDFInfo
- Publication number
- CN112727070A CN112727070A CN202011453553.4A CN202011453553A CN112727070A CN 112727070 A CN112727070 A CN 112727070A CN 202011453553 A CN202011453553 A CN 202011453553A CN 112727070 A CN112727070 A CN 112727070A
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- wall
- plate
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- fixed
- gmt
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 abstract description 35
- 238000000034 method Methods 0.000 abstract description 8
- 238000010586 diagram Methods 0.000 description 10
- 239000002131 composite material Substances 0.000 description 7
- 210000003195 fascia Anatomy 0.000 description 7
- 230000006978 adaptation Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a steel frame GMT combined formwork, which belongs to the field of buildings and comprises an inner wallboard, an outer wallboard, a connecting piece and a wall body, wherein the inner wallboard and the outer wallboard are respectively arranged on two sides of the wall body. The external wall panel comprises a first K plate, a second K plate and a first wall panel. The fixing process is quick and efficient, and stable support can be provided for the wall body. In addition, the main back arris adopts the adjustable design, and its height can be adjusted in a flexible way to set up the clamp plate that is used for the bolt to run through and support on the main back arris, make main back arris can adapt to various condition uses, and make the power of bolt disperse better on the main back arris, make the connection more firm. Finally, the length of the supporting rod, the bases at the upper end and the lower end of the supporting rod and the bearing seats can be conveniently adjusted, so that firm support is provided for the wallboard, and reliability is improved.
Description
Technical Field
The invention relates to the field of buildings, in particular to a steel frame GMT combined formwork. (GMT: glass fiber continuous felt reinforced thermoplastic composite)
Background
In the building industry, when a wall body is poured, a formwork is required to be used for shaping. In traditional wallboard is fixed, utilize inside and outside panel to fix spacing to the wall body, reuse various devices and carry out the reinforcement outward, make the wallboard can support firmly. However, the existing fixing device is relatively complex in structure, is relatively complex in fixing, needs to consume more installation time of workers, is troublesome to disassemble after use, and reduces the working efficiency.
Disclosure of Invention
In order to solve the problem of troublesome fixing of the wallboard in the prior art, the invention aims to provide the steel frame GMT combined formwork which is simple in structure, very convenient to detach and install and capable of greatly improving the efficiency of engineering construction.
In order to achieve the purpose, the invention adopts the following technical scheme:
the invention provides a steel frame GMT combined formwork which comprises an inner wallboard, an outer wallboard, a connecting piece and a wall body, wherein the inner wallboard and the outer wallboard are respectively arranged on two sides of the wall body. The side fascia includes first K board, second K board and first wallboard, first K board with the second K board set up respectively in the upper and lower both ends of front bezel, interior wallboard is including connecing high board and second wallboard, connect high board connection in the upper end of second wallboard, the connecting piece includes the stupefied and the bolt of the main back of the body, more than two the stupefied setting up of the main back of the body in the second wallboard with on the first wallboard, the bolt passes first wallboard, wall body and the second wallboard will first wallboard with the second wallboard is fixed in on the wall body.
In a preferred technical scheme of the invention, the steel frame GMT combined formwork further comprises a vertical back ridge, the vertical back ridge is vertically fixed on the first wallboard, and the main back ridge plate is further fixedly connected with the second K plate.
In a preferred technical scheme of the invention, the steel frame GMT combined formwork further comprises a support rod, wherein the support rod is obliquely arranged, one end of the support rod is connected to the second wallboard, and the other end of the support rod is connected to the ground connected with the wall body through an expansion screw.
In a preferred technical scheme of the invention, the steel frame GMT combined die frame further comprises a top plate template, the top plate template comprises a top plate template, two beam side templates and a beam bottom template, the bottom of the beam bottom template is provided with beam bottom wing ribs, the two beam side templates are vertically fixed on two sides of the beam bottom template respectively, the bottoms of the beam side templates are fixed with the beam bottom wing ribs through pins, and the top plate template is fixed at the upper ends of the beam side templates through connecting pins.
In a preferred technical scheme of the present invention, the main back edge includes a back edge strip, a telescopic rod, a first connecting block, a second connecting block, and a sliding member. Two stupefied strip parallel arrangement of back of the body, and connect through the telescopic link, be provided with the locking part on the telescopic link. The one end of back stupefied strip is provided with first lug, first breach has been seted up to the other end of back stupefied strip, first connecting block is connected by two mutually perpendicular's first connecting rod and is constituteed, one the end fixing of first connecting rod has the second lug, another the second breach has been seted up to the tip of first connecting rod, the second connecting block is by two second connecting rods and mobile jib, two the second connecting rod is fixed in respectively the both sides of mobile jib, and two the second connecting rod sets up respectively in the both ends of mobile jib, one the end fixing of second connecting rod has the third lug, another the third breach has been seted up to the tip of second connecting rod, first lug with the second breach the third breach looks adaptation, first breach with the second lug the third bump looks adaptation. The sliding part is arranged on the back fillet.
In a preferred technical scheme of the present invention, the sliding component includes sliding rails, sliding blocks, a sleeve ring, a pressing plate and a resisting rod, the two sliding rails are respectively fixed on the two back fillets, the two sliding rails are respectively located on opposite surfaces of the two back fillets, a sliding groove is formed in a back surface of the pressing plate, the sliding ring is slidably connected to the sliding rails, the resisting rod penetrates through the sleeve ring and is slidably connected to the sleeve ring, and a tail end of the resisting rod is slidably connected to the sliding groove.
In a preferred technical scheme of the present invention, the support rod includes a first support rod, a second support rod, an adjusting knob, a base and a receiving seat, the first support rod is hollow, the second support rod extends into the first support rod, the adjusting knob is disposed on the first support rod, and the adjusting knob can clamp the second support rod through adjustment. The base is rotatably connected to the lower end of the first supporting rod, and the bearing seat is rotatably connected to the upper end of the second supporting rod.
In a preferred technical solution of the present invention, the base includes a first seat block, a first connecting ball, a spike nail, and a fixing bolt, the first seat block is provided with a first ball socket, the first connecting ball is fixed to the bottom of the first support rod, the first connecting ball is rotatably connected in the first ball socket, the fixing bolt is screwed to the first seat block, the fixing bolt extends into the first ball socket and abuts against the first connecting ball, and more than two spike nails are fixed to the bottom of the first seat block.
In a preferred technical solution of the present invention, the bearing seat includes a second seat block, a rubber plate, two arc-shaped top pillars, and a second connecting ball, wherein a second ball socket is formed on the second seat block, the second connecting ball is fixed to the end of the second support rod, the second connecting ball is rotatably connected to the second ball socket, the rubber plate is fixed to a side wall of the second seat block, the second seat block extends from two ends of the rubber plate, the two arc-shaped top pillars are respectively fixed to the top and the bottom of the second seat block, and the ends of the arc-shaped top pillars are abutted to the rubber plate.
The invention has the beneficial effects that:
according to the steel frame GMT combined formwork, the inner wall plate and the outer wall plate are tightly pressed onto a wall body through the arranged back fillets, the back fillets of the inner wall plate and the outer wall plate are fixed through the bolts, the whole fixing process is fast and efficient, and stable support can be provided for the wall body. In addition, the main back arris adopts the adjustable design, and its height can be adjusted in a flexible way to set up the clamp plate that is used for the bolt to run through and support on the main back arris, make main back arris can adapt to various condition uses, and make the power of bolt disperse better on the main back arris, make the connection more firm. Finally, the length of the supporting rod, the bases at the upper end and the lower end of the supporting rod and the bearing seats can be conveniently adjusted, so that firm support is provided for the wallboard, and reliability is improved.
Drawings
FIG. 1 is a schematic structural diagram of a steel frame GMT composite formwork adopting an inner wall panel and an outer wall panel according to an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of a steel frame GMT formwork assembly provided by an embodiment of the present invention, wherein only an inner wall panel is used;
FIG. 3 is a schematic structural diagram of a top plate template in the steel frame GMT combined formwork provided by the embodiment of the invention;
FIG. 4 is a schematic structural diagram of an external wall panel of a steel frame GMT combined formwork provided in the embodiment of the invention;
FIG. 5 is a schematic structural diagram of the inner wall panel of the steel frame GMT combined formwork provided by the embodiment of the invention;
FIG. 6 is a schematic structural diagram of a steel frame GMT combined formwork support frame provided by the embodiment of the invention;
fig. 7 is a schematic structural diagram of a back fillet of a steel frame GMT composite formwork according to an embodiment of the present invention;
FIG. 8 is a schematic structural diagram of a side view of a back fillet of a steel frame GMT combined formwork according to an embodiment of the present invention;
fig. 9 is a schematic structural view of a back fillet of a steel frame GMT composite formwork according to an embodiment of the present invention;
fig. 10 is a schematic structural diagram of the combination of the back fillet of the steel frame GMT composite formwork and the first connecting block according to the embodiment of the invention;
fig. 11 is a schematic structural diagram of the combination of the back fillet of the steel frame GMT formwork and the second connecting block according to the embodiment of the present invention.
In the figure:
1-wall body, 21-first wall board, 22-first K board, 23-second K board, 31-second wall board, 32-heightening board, 41-main back edge, 411-back edge strip, 412-sliding rail, 413-lantern ring, 414-resisting rod, 415-pressing board, 416-sliding groove, 417-telescopic rod, 42-bolt, 43-vertical back edge, 441-first convex block, 442-first gap, 45-first connecting rod, 451-second convex block, 452-second gap, 46-main rod, 461-second connecting rod, 462-third convex block, 463-third gap, 5-supporting rod, 51-first supporting rod, 52-second supporting rod, 53-first connecting ball, 54-second connecting ball, 55-first seat block, 56-barbed nail, 57-fixed bolt, 58-second seat block, 59-rubber plate, 50-arc top column, 511-adjusting knob, 551-first ball socket, 581-second ball socket, 61-beam bottom die, 62-beam bottom wing rib, 63-beam side die, 64-top die, 65-pin and 66-connecting pin.
Detailed Description
The technical scheme of the invention is further explained by the specific implementation mode in combination with the attached drawings.
As shown in fig. 1, 2, 4 and 5, the embodiment provides a steel frame GMT composite formwork, which includes an inner wall panel, an outer wall panel, a connecting member and a wall body 1, wherein the inner wall panel and the outer wall panel are respectively disposed on two sides of the wall body 1. The side fascia includes first K board 22, second K board 23 and first wallboard 21, first K board 22 sets up respectively in the upper and lower both ends of front bezel with second K board 23, interior wallboard is including connecing high board 32 and second wallboard 31, connect high board 32 to connect in the upper end of second wallboard 31, the connecting piece includes the stupefied 41 of the main back of the body and bolt 42, the stupefied 41 of the main back of the body more than two sets up on second wallboard 31 and first wallboard 21, bolt 42 passes first wallboard 21, wall body 1 and second wallboard 31, be fixed in on wall body 1 first wallboard 21 and second wallboard 31.
When installing, at first with interior wallboard to wall body 1's inboard, support the outside of wall body 1 with the side fascia, then support the stupefied 41 of the main back of the body to side fascia and interior wallboard, then at interior wallboard, drill between wall body 1 and the side fascia, then use bolt 42 to pass these three holes, and bolt 42 still passes the stupefied 41 of the main back of the body of the higher authority of both ends inside and outside wallboard, then it is fixed to install the nut at bolt 42's tip, the nut compresses tightly interior wallboard and side fascia through compressing tightly the stupefied 41 of the main back of the body, interior wallboard and side fascia are mutually supported, compress tightly wall body 1, be favorable to the design of wall body 1. After the wall body 1 is fully shaped, the corrugated plate, the external wall plate and the internal wall plate can be dismantled by loosening the nuts, the bolts 42 and the like.
In the embodiment, the outer wallboard and the inner wallboard outer wallboard are combined into the steel frame template by adopting the GMT panel and the steel frame, the template is connected with the template by adopting a clamp, and the template frame is provided with positioning holes which can be connected by using pins 65 or bolts 42. Through such setting, make it have higher intensity, also can make it have the dismantlement function simultaneously, not only can tear the wallboard down when not using, can also dismantle wallboard self, be favorable to sparingly transporting and the space of storing. The convenience of storage and transportation is improved.
Specifically, the steel frame GMT combined formwork further comprises a vertical back edge 43, the vertical back edge 43 is vertically fixed on the first wall plate 21, and the main back edge 41 is further fixedly connected with the second K plate 23. The vertical back arris 43 fixes the external wall panel with the second K plate 23, bolts 42 are inserted on the vertical back arris 43 on the external wall panel and the second K plate 23, and the vertical back arris 43 is arranged to enable the connection between the two to be more tight.
Specifically, the steel frame GMT combined formwork further comprises a support rod 5, the support rod 5 is arranged in an inclined mode, one end of the support rod 5 is connected to the second wall plate 31, and the other end of the support rod 5 is connected to the ground connected with the wall body 1 through an expansion screw. Bracing piece 5 supports interior wallboard for interior wallboard is difficult for empting in carrying out the support process, improves the reliability of device.
Specifically, as shown in fig. 3, the steel frame GMT composite formwork further includes a top plate formwork, the top plate formwork includes a top plate formwork 64, beam side formworks 63 and a beam bottom formwork 61, a beam bottom rib 62 is disposed at the bottom of the beam bottom formwork 61, the two beam side formworks 63 are vertically fixed to two sides of the beam bottom formwork 61 respectively, the bottoms of the beam side formworks 63 are fixed to the beam bottom rib 62 through a pin 65, and the top plate formwork is fixed to the upper ends of the beam side formworks 63 through a connecting pin 66. The top formwork supports the top plate, the beam side molds 63 support the two sides of the beam, the beam bottom mold 61 supports the bottom of the beam, the beam and the wall body 1 near the beam are supported through the cooperation of the parts, the wall body 1 is supported in the forming stage to be fully supported, the deformation in the forming process is avoided, and the wall body 1, the beam and the like of the building can be better shaped. And a better building effect is obtained.
Specifically, as shown in fig. 7 to 11, the main back ridge 41 includes a back ridge bar 411, a telescopic bar 417, a first connecting block, a second connecting block, and a sliding member. The two back ridge strips 411 are arranged in parallel and connected through a telescopic rod 417, and a locking component is arranged on the telescopic rod 417. One end of the back fillet 411 is provided with a first bump 441, the other end of the back fillet 411 is provided with a first notch 442, the first connecting block is formed by connecting two mutually perpendicular first connecting rods 45, the end of one first connecting rod 45 is fixed with a second bump 451, the end of the other first connecting rod 45 is provided with a second notch 452, the second connecting block is formed by two second connecting rods 461 and a main rod 46, the two second connecting rods 461 are respectively fixed on two sides of the main rod 46, and the two second connecting rods 461 are respectively arranged at two ends of the main rod 46, the end of one second connecting rod 461 is fixed with a third bump 462, the end of the other second connecting rod 461 is provided with a third notch 463, the first bump 441 is matched with the second notch 452 and the third notch 463, and the first notch 442 is matched with the second bump 451 and the third bump 462. The sliding member is provided on the back fillet 411.
In the construction process, different back ridge strips 411 are needed to be used for different walls 1, for example, when the wall 1 faces the corner of the wall 1, a main back ridge 41 with an angle needs to be adopted, and when a simple right angle is met, a first connecting block can be used for connection. Two back fillet 411 all are connected with first connecting block, and first connecting block is the setting of L type, and on the second lug 451 of first connecting block was inlayed to first breach 442 on one of them back fillet 411, the first lug 441 that another main back fillet 41 sheathes inlayed on this second breach 452 of first connecting block, through such connection, makes two back fillet 411 be 90 degrees vertical settings. Through the arrangement, the combined main back edge 41 can be installed on a corner to fix the wall body 1 at the corner. When meeting continuous corner, adopt the second connecting block to be connected with back stupefied strip 411, the first lug 441 of a back stupefied strip 411 is embedded into on the third breach 463 of second connecting rod 461, the first breach 442 of another back stupefied strip 411 is gomphosis with the third lug 462 on another second connecting rod 461, make back stupefied strip 411 and third connecting block be connected together through this way, be whole zigzag after being connected together, can also provide sufficient support for the wallboard when facing some continuous bending's wall, avoid the wallboard condition that drops to appear. Meanwhile, the back fillets 411 are connected through the telescopic rods 417, when the back fillets are fixed, the back fillets can be pulled up and down, when the back fillets face different wallboards or do not need to be installed, the supporting height of the back fillets 411 can be adjusted through the telescopic rods 417, and the best supporting for the wallboards is achieved. Meanwhile, the telescopic rod 417 is provided with a locking component which is a screwing bolt 42, the free end of the telescopic rod 417 is pressed tightly by rotating the bolt 42 to lock the telescopic rod 417, and the displacement of two back fillets 411 which are connected under the condition of completing the length adjustment is avoided.
Specifically, the sliding component includes a sliding rail 412, a sliding block, a sleeve ring 413, a pressing plate 415 and a resisting rod 414, the two sliding rails 412 are respectively fixed on the two back fillets 411, the two sliding rails 412 are respectively located on the opposite surfaces of the two back fillets 411, a sliding groove 416 is formed in the back surface of the pressing plate 415, the sliding ring is slidably connected to the sliding rails 412, the resisting rod 414 penetrates through the sleeve ring 413 and is slidably connected to the sleeve ring 413, and the tail end of the resisting rod 414 is slidably connected to the sliding groove 416.
In order to provide sufficient support for the screw during the support molding process, a sliding member is required. The back of the pressing plate 415 slides to a proper position on the sliding rail 412 through the sliding ring, after the pressing plate 415 slides to a proper position, the bolt 42 can pass through the pressing plate 415, the wall plate and the wall body 1, after the bolt 42 passes through the pressing plate 415, the nut is screwed into the end part of the bolt 42, along with the pressing of the nut, the pressing plate 415 is pressed by the nut to lean against the back ridge 411, finally the pressing plate 415 is pressed against the back ridge 411, due to the limit of the bolt 42, the pressing plate 415 is not easy to shift, the back of the pressing plate 415 is connected with a resisting rod 414 in a sliding mode, through the resisting rod 414, when the height of the back ridge 411 is adjusted, the resisting rod 414 slides on the pressing plate 415, through the mode, the pressing plate 415 can adapt to the adjustment of the back ridge 411, the pressing plate cannot fall off on the back ridge 411, and the integrity of the device is enhanced. Meanwhile, the position of the pressing plate 415 on the back fillet 411 can be flexibly adjusted and is not easy to fall off, and the bolt 42 is fixed and supported by the pressing plate 415 for the bolt 42, so that the bolt 42 can sufficiently support the back fillet 411 and a wallboard.
Specifically, as shown in fig. 6, the supporting rod 5 includes a first supporting rod 51, a second supporting rod 52, an adjusting knob 511, a base and a bearing seat, the first supporting rod 51 is hollow, the second supporting rod 52 extends into the first supporting rod 51, the adjusting knob 511 is disposed on the first supporting rod 51, and the adjusting knob 511 can clamp the second supporting rod 52 by adjustment. The base is rotatably connected to the lower end of the first support rod 51, and the bearing base is rotatably connected to the upper end of the second support rod 52. After the inner wall board is combined on the wall body 1, the supporting rod 5 is abutted to the inner wall board and the ground, the first supporting rod 51 and the second supporting rod 52 are lengthened, the base is abutted to the ground for installation, the bearing seat is abutted to the inner wall board, and the base and the bearing seat can respectively compress corresponding parts by adjusting the lengths of the first supporting rod 51 and the second supporting rod 52, so that firm support is provided for the wall board, and the wall board is prevented from collapsing in the supporting process. The safety and the reliability of the support are improved, and the forming effect of the wall body 1 is better.
Specifically, the base includes a first seat block 55, a first connecting ball 53, a spike 56 and a fixing bolt 57, the first seat block 55 is provided with a first ball socket 551, the first connecting ball 53 is fixed at the bottom of the first supporting rod 51, the first connecting ball 53 is rotatably connected in the first ball socket 551, the fixing bolt 57 is in threaded connection with the first seat block 55, the fixing bolt 57 extends into the first ball socket 551 and abuts against the first connecting ball 53, and more than two spike 56 are fixed at the bottom of the first seat block 55. When the base is fixed subaerial, the thorn nail 56 pricks ground, frictional force between reinforcing and the ground, make the base be difficult to slide, first connecting ball 53 is in first ball socket 551 on first seat piece 55, make first seat piece 55 can rotate suitable angle at will, after first seat piece 55 rotates suitable angle, through rotating gim peg 57, make gim peg 57 top tight first connecting ball 53, avoid individual first seat piece 55 to take place rotatoryly at the in-process that supports, the flexibility of base has been improved promptly, make the whole ground topography that can adapt to of difference of device.
Specifically, the bearing seat includes a second seat block 58, a rubber plate 59, two arc-shaped top pillars 50 and a second connecting ball 54, the second seat block 58 is provided with a second ball socket 581, the second connecting ball 54 is fixed at the end of the second supporting rod 52, the second connecting ball 54 is rotatably connected in the second ball socket 581, the rubber plate 59 is fixed on the side wall of the second seat block 58, the second seat block 58 extends from two ends of the rubber plate 59, the two arc-shaped top pillars 50 are respectively fixed at the top and the bottom of the second seat block 58, and the end of the arc-shaped top pillar 50 is abutted against the rubber plate 59. The bearing seat is abutted to the wallboard, wherein the rubber plate 59 on the second seat block 58 is attached to the wallboard, and meanwhile, the rubber plate 59 which grows out from the two sides is abutted to the wallboard under the action of the arc-shaped ejection column 50 to form certain friction force, and when the wallboard is supported, the rubber plate cannot fall down.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the invention. The present invention is not to be limited by the specific embodiments disclosed herein, and other embodiments that fall within the scope of the claims of the present application are intended to be within the scope of the present invention.
Claims (9)
1. A steel frame GMT sectional die carrier which characterized in that: the wall comprises an inner wall plate, an outer wall plate, a connecting piece and a wall body (1), wherein the inner wall plate and the outer wall plate are respectively arranged on two sides of the wall body (1);
the external wall panel comprises a first K plate (22), a second K plate (23) and a first wall panel (21),
the first K plate (22) and the second K plate (23) are respectively arranged at the upper end and the lower end of the front plate;
the inner wall board comprises a connecting high board (32) and a second wall board (31);
the heightening plate (32) is connected to the upper end of the second wall plate (31),
the connecting piece comprises a main back edge (41) and a bolt (42),
more than two main back ridges (41) are arranged on the second wall plate (31) and the first wall plate (21),
the bolt (42) penetrates through the first wall board (21), the wall body (1) and the second wall board (31) to fix the first wall board (21) and the second wall board (31) on the wall body (1).
2. The steel frame GMT combined die carrier of claim 1, wherein:
still include perpendicular stupefied (43) of back of the body, perpendicular stupefied (43) of back of the body is vertical to be fixed in on first wallboard (21), stupefied (41) board of main back of the body still with second K board (23) fixed connection.
3. The steel frame GMT combined die carrier of claim 1, wherein:
still include bracing piece (5), bracing piece (5) slope sets up, the one end of bracing piece (5) connect in on second wallboard (31), the other end of bracing piece (5) be connected to with the ground that wall body (1) link to each other.
4. The steel frame GMT combined die carrier of claim 1, wherein:
still include the roof template, the roof template includes roof template mould (64), roof beam side form (63) and roof beam bottom mould (61), the bottom of roof beam bottom mould (61) is provided with beam bottom rib (62), two roof beam side form (63) are vertical respectively to be fixed in the both sides of roof beam bottom mould (61), just the bottom of roof beam side form (63) through pin (65) with roof beam bottom rib (62) are fixed, the roof template is fixed in through connecting pin (66) the upper end of roof beam side form (63).
5. The steel frame GMT combined die carrier of claim 1, wherein:
the main back edge (41) comprises a back edge strip (411), an expansion rod (417), a first connecting block, a second connecting block and a sliding component;
the two back fillets (411) are arranged in parallel and connected through a telescopic rod (417), and a locking component is arranged on the telescopic rod (417);
one end of the back fillet (411) is provided with a first bump (441), the other end of the back fillet (411) is provided with a first notch (442), the first connecting block is formed by connecting two first connecting rods (45) which are vertical to each other, the end part of one first connecting rod (45) is fixed with a second bump (451), the end part of the other first connecting rod (45) is provided with a second notch (452),
the second connecting block comprises two second connecting rods (461) and a main rod (46), the two second connecting rods (461) are respectively fixed at two sides of the main rod (46), the two second connecting rods (461) are respectively arranged at two ends of the main rod (46), a third lug (462) is fixed at one end of one second connecting rod (461), a third gap (463) is formed at the other end of the second connecting rod (461), the first lug (441) is matched with the second gap (452), the first lug (441) is matched with the third gap (463), the first gap (442) is matched with the second lug (451), and the first gap (442) is matched with the third lug (462);
the sliding part is arranged on the back fillet (411).
6. The steel frame GMT combined die carrier of claim 5, wherein:
the sliding component comprises sliding rails (412), sliding blocks, a sleeve ring (413), a pressing plate (415) and a supporting rod (414), the two sliding rails (412) are fixed on the two back fillets (411) respectively, the two sliding rails (412) are located on the opposite faces of the two back fillets (411) respectively, a sliding groove (416) is formed in the back face of the pressing plate (415), the sliding ring is connected to the sliding rails (412) in a sliding mode, the supporting rod (414) penetrates through the sleeve ring (413) and is connected with the sleeve ring (413) in a sliding mode, and the tail end of the supporting rod (414) is connected to the sliding groove (416) in a sliding mode.
7. The steel frame GMT combined die carrier of claim 3, wherein:
the supporting rod (5) comprises a first supporting rod (51), a second supporting rod (52), an adjusting knob (511), a base and a bearing seat,
the first supporting rod (51) is arranged in a hollow mode, the second supporting rod (52) extends to the interior of the first supporting rod (51), the adjusting knob (511) is arranged on the first supporting rod (51), and the adjusting knob (511) can clamp the second supporting rod (52) through adjustment; the base is rotatably connected to the lower end of the first support rod (51), and the bearing seat is rotatably connected to the upper end of the second support rod (52).
8. The steel frame GMT combined die carrier as claimed in claim 7, wherein:
the base comprises a first seat block (55), a first connecting ball (53), a barbed nail (56) and a fixing bolt (57), wherein the first seat block (55) is provided with a first ball socket (551), the first connecting ball (53) is fixed at the bottom of the first support rod (51), the first connecting ball (53) is rotatably connected in the first ball socket (551), the fixing bolt (57) is in threaded connection with the first seat block (55), the fixing bolt (57) extends into the first ball socket (551) and abuts against the first connecting ball (53), and more than two barbed nails (56) are fixed at the bottom of the first seat block (55).
9. The steel frame GMT combined die carrier of claim 8, wherein:
the bearing seat comprises a second seat block (58), a rubber plate (59), an arc-shaped top column (50) and a second connecting ball (54), wherein a second ball socket (581) is formed in the second seat block (58), the second connecting ball (54) is fixed at the tail end of the second supporting rod (52), the second connecting ball (54) is rotatably connected into the second ball socket (581), the rubber plate (59) is fixed on the side wall of the second seat block (58), two ends of the rubber plate (59) extend out of the second seat block (58), the two arc-shaped top columns (50) are respectively fixed at the top and the bottom of the second seat block (58), and the tail end of the arc-shaped top column (50) abuts against the rubber plate (59).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011453553.4A CN112727070A (en) | 2020-12-11 | 2020-12-11 | Steel frame GMT combined die carrier |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011453553.4A CN112727070A (en) | 2020-12-11 | 2020-12-11 | Steel frame GMT combined die carrier |
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| CN112727070A true CN112727070A (en) | 2021-04-30 |
| CN112727070A8 CN112727070A8 (en) | 2021-08-03 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11753834B2 (en) * | 2020-10-14 | 2023-09-12 | Premform Limited | Formwork systems and related methods |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204492157U (en) * | 2014-12-19 | 2015-07-22 | 天津市鑫福盛新型建筑模板有限公司 | Novel adjustable gap body of wall back cord |
| CN106401170A (en) * | 2016-11-14 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Outer wall strengthening device for connection of aluminum alloy formwork and high plates |
| CN109680926A (en) * | 2018-12-27 | 2019-04-26 | 浙江欣捷模架有限公司 | A kind of Combined type building template |
| CN209482720U (en) * | 2018-12-04 | 2019-10-11 | 重庆新久融科技有限公司 | Aluminum alloy mould plate back cord |
| CN209568720U (en) * | 2019-01-03 | 2019-11-01 | 广州建筑产业研究院有限公司 | It is a kind of can universal adjustment bracing device |
| CN111379410A (en) * | 2020-03-25 | 2020-07-07 | 广东现代建筑设计与顾问有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
| CN211850873U (en) * | 2020-03-24 | 2020-11-03 | 四川华远建设工程有限公司 | Interior wall template props up establishes structure |
-
2020
- 2020-12-11 CN CN202011453553.4A patent/CN112727070A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204492157U (en) * | 2014-12-19 | 2015-07-22 | 天津市鑫福盛新型建筑模板有限公司 | Novel adjustable gap body of wall back cord |
| CN106401170A (en) * | 2016-11-14 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Outer wall strengthening device for connection of aluminum alloy formwork and high plates |
| CN209482720U (en) * | 2018-12-04 | 2019-10-11 | 重庆新久融科技有限公司 | Aluminum alloy mould plate back cord |
| CN109680926A (en) * | 2018-12-27 | 2019-04-26 | 浙江欣捷模架有限公司 | A kind of Combined type building template |
| CN209568720U (en) * | 2019-01-03 | 2019-11-01 | 广州建筑产业研究院有限公司 | It is a kind of can universal adjustment bracing device |
| CN211850873U (en) * | 2020-03-24 | 2020-11-03 | 四川华远建设工程有限公司 | Interior wall template props up establishes structure |
| CN111379410A (en) * | 2020-03-25 | 2020-07-07 | 广东现代建筑设计与顾问有限公司 | Aluminum alloy template installation structure of exempting from to plaster |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11753834B2 (en) * | 2020-10-14 | 2023-09-12 | Premform Limited | Formwork systems and related methods |
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| CN112727070A8 (en) | 2021-08-03 |
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| CI02 | Correction of invention patent application |
Correction item: Application Date Correct: 2020.12.11 False: 2021.03.26 Number: 18-02 Page: The title page Volume: 37 Correction item: Application Date Correct: 2020.12.11 False: 2021.03.26 Number: 18-02 Volume: 37 |
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