CN113719115A - High formwork system for building construction - Google Patents
High formwork system for building construction Download PDFInfo
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- CN113719115A CN113719115A CN202110980924.2A CN202110980924A CN113719115A CN 113719115 A CN113719115 A CN 113719115A CN 202110980924 A CN202110980924 A CN 202110980924A CN 113719115 A CN113719115 A CN 113719115A
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- 238000009415 formwork Methods 0.000 title claims abstract description 43
- 238000009435 building construction Methods 0.000 title claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 230000000670 limiting effect Effects 0.000 claims description 44
- 230000001105 regulatory effect Effects 0.000 claims description 20
- 210000001503 joint Anatomy 0.000 claims description 8
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 32
- 238000010276 construction Methods 0.000 abstract description 4
- 125000004122 cyclic group Chemical group 0.000 abstract 1
- 230000007613 environmental effect Effects 0.000 abstract 1
- 230000033001 locomotion Effects 0.000 description 8
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/483—Supporting heads
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
- E04G11/56—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like of telescopic type
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- 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 utility model relates to a high formwork system of building relates to the field of construction, and it includes beam slab module, high formwork support body module, bridging module and sill support module, high formwork support body module includes a plurality of pole settings and a plurality of pull rod, pole setting top threaded connection has adjustable brace, adjustable brace includes adjustable screw and top support, adjustable screw top fixedly connected with steel pipe, the steel pipe internal slipping is provided with sliding screw, steel pipe top opening part rotates and is connected with the nut, the nut with sliding screw threaded connection, the sliding screw top with top support fixed connection, the steel pipe with be provided with the locating part between the sliding screw. This application has the effect of carrying out accurate regulation to the top support position to easy operation promotes staff's intensity greatly, and the hookup location releasable connection between support frame and the top support in addition, and the pole cyclic utilization that connects has environmental protection and energy saving's effect.
Description
Technical Field
The application relates to the field of building construction, in particular to a high formwork system for a building.
Background
At present, along with the development of social economy, the scale of construction engineering is larger and larger, more and more engineering construction needs to adopt a high formwork, and the high formwork refers to formwork supporting operation when the height of the formwork is larger than or equal to 4.5 m. The height of the high formwork is uneven, several meters, also dozens of meters, even dozens of meters, and once the supporting system of the high formwork is not stable enough, the collapse of the system support is easy to happen, so that the crowd injury of operators on the supporting system is caused, and a large or even serious construction safety accident is caused.
The traditional Chinese patent with the patent publication number of CN202110247730.1 provides a top inclined gradual-change high formwork structure, which relates to the technical field of building construction, and comprises a beam slab module, a high formwork support body module, a cross brace module and a bottom brace module; wherein, the beam slab slope sets up, and high formwork support body module is used for supporting the beam slab module, and the bridging module is used for consolidating high formwork support body module and uses, and the end support module is used for the inclined support bridging module.
Aiming at the related technologies, the inventor thinks that the horizontal of the beam slab bottom die cannot be ensured only by adjusting the adjustable support in the process of adjusting the horizontal of the beam slab template, and the defect of inaccurate adjustment precision exists.
Disclosure of Invention
In order to improve the inaccurate problem of beam slab die block height position control, this application provides a high formwork system of building.
The application provides a high formwork system of building adopts following technical scheme:
the utility model provides a high formwork system of building, includes beam slab module, high formwork support body module, bridging module and sill brace module, high formwork support body module includes a plurality of pole settings and a plurality of pull rods, pole setting top threaded connection has adjustable brace, adjustable brace include with pole setting threaded connection's adjustable screw rod and top support, adjustable screw rod top fixedly connected with steel pipe, the steel pipe internal slipping is provided with sliding screw, steel pipe top opening part rotates and is connected with the nut, the nut with sliding screw threaded connection, the sliding screw top with top support fixed connection, the steel pipe with be provided with spacing between the sliding screw rod sliding screw pivoted locating part.
By adopting the technical scheme, the high-support formwork frame body module is used for pouring concrete, the cross bracing module is used for reinforcing the high-support formwork frame body module, and the bottom bracing module is used for supporting the cross bracing module; the position control carries out coarse adjustment for carrying out the top support between adjustable screw and the pole setting, and under the drive effect of nut, the sliding screw moves along steel pipe axis direction, and under the limiting action of locating part, the sliding screw drives the top support and moves in vertical direction.
Optionally, the limiting part is set as a limiting block, the limiting block is fixedly connected with the inner wall of the steel pipe, a limiting groove is formed in the peripheral wall of the sliding screw, the length direction of the limiting groove is along the axis direction of the sliding screw, the limiting block is connected in the limiting groove in a sliding mode, and two ends of the limiting groove are arranged in a closed mode.
Through adopting above-mentioned technical scheme, stopper and spacing inslot wall butt, the rotation of sliding screw rod this moment is restricted, and then when nut drive sliding screw rod moved, sliding screw rod drove the top and held in the palm at vertical direction motion, realized the fine regulation to the top support motion.
Optionally, a plurality of fixture blocks are fixedly connected to the bottom end of the nut, the fixture blocks are arranged symmetrically with respect to the vertical central axis of the nut, a clamping groove for the fixture block to rotate is formed in the top wall of the steel pipe, and the vertical cross section of the clamping groove is L-shaped.
Through adopting above-mentioned technical scheme, the motion of fixture block towards the draw-in groove opening part is restricted, and the fixture block can only be at the draw-in groove internal rotation, and then realizes the rotation effect between nut and the steel pipe top.
Optionally, a butterfly nut is fixedly connected to the outer wall of the adjustable screw rod, and the butterfly nut is located below the nut.
Through adopting above-mentioned technical scheme, the butterfly nut is used for exerting the effort that makes its pivoted to adjustable screw rod, has the effect of being convenient for exert the effort to adjustable screw rod.
Optionally, state the beam slab module and include die block and two side forms, die block fixedly connected with support frame, the support frame is provided with a plurality of fixed slots, the top holds in the palm fixedly connected with dead lever, the dead lever is worn out the one end of fixed slot is provided with joint spare.
Through adopting above-mentioned technical scheme, place on the top support when the support frame, the fixed slot is worn out to the dead lever, under the effect of joint spare, realizes the locking effect of top support and support frame.
Optionally, the clamping piece is arranged to be a clamping block, the clamping block is connected with the end portion of the fixing rod in a rotating mode, and the clamping block rotates to a position perpendicular to the fixing groove.
Through adopting above-mentioned technical scheme, the top surface to the support frame is worn out to the joint piece, and the joint piece restricts the support frame along vertical direction motion.
Optionally, the length of the clamping block is smaller than that of the fixing groove, the length of the clamping block is larger than that of the fixing groove, and the length of the fixing rod is equal to that of the fixing groove.
Through adopting above-mentioned technical scheme, when the joint piece was unanimous with fixed slot length direction, ensure that the joint piece wears out the fixed slot, when the joint piece rotated to perpendicular with fixed slot length direction, realize the limited effect of joint piece to the support frame.
Optionally, the driving blocks are fixedly connected to two sides of the fixing rod, fixing holes are formed in the inner walls of two end portions of the fixing groove, the driving blocks are provided with driving holes, abutting rods are inserted into the driving holes, the length of each abutting rod is smaller than the distance between the inner walls of the end portions of the driving holes and the inner walls of the end portions of the fixing holes, the distance between the opening portions of the driving holes and the opening portions of the fixing holes is larger than the distance between the opening portions of the driving holes, and reset pieces used for abutting the abutting rods are arranged in the driving blocks.
Through adopting above-mentioned technical scheme, the butt pole is pegged graft in the drive eye, and the other end moves to the fixed orifices opening part simultaneously, when the actuating lever is pegged graft in the drive eye, the butt pole is pegged graft in the butt joint pole, under the effect of piece that resets, ensures that the butt joint pole is crowded tightly, consequently realizes the restriction effect to the dead lever.
Optionally, the reset piece is arranged to be a spring fixedly connected with the inner wall of the end of the driving hole, the end of the abutting rod is abutted to the spring, and an adjusting piece for limiting the rotation of the abutting rod is arranged between the support frame and the abutting rod.
Through adopting above-mentioned technical scheme, when the actuating lever was in the drive hole, the spring was extruded and is out of shape, under the effect of the elasticity of spring recovery original shape and regulating part, realized the locking effect to the butt joint pole, and then realized the locking effect of butt joint pole to the dead lever.
Optionally, the regulating part sets up to the regulating block, the regulating block with butt rod end portion outer wall fixed connection, the fixed orifices inner wall is provided with the adjustment tank, regulating block sliding connection in the adjustment tank, the adjustment tank is close to in the one end of fixed orifices opening part sets up for the opening.
Through adopting above-mentioned technical scheme, when the regulating block moved to regulating groove tip inner wall, the spring still was in compression state, under the spring action of spring, realized the limiting action to the pole that connects.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the position between the adjustable screw and the upright rod is adjusted to roughly adjust the jacking, the sliding screw moves along the axial direction of the steel pipe under the driving action of the screw cap, and the sliding screw drives the jacking to move in the vertical direction under the limiting action of the limiting piece;
2. the adjustable screw is driven to rotate through the butterfly nut, so that a coarse adjustment effect on the height position of the jacking is realized, the nut is driven to rotate, the clamping block rotates in the clamping groove, the sliding screw moves along the axis direction of the steel pipe under the limiting action of the limiting block and the limiting groove, the fine adjustment effect on the height position of the jacking is further realized, and the precise adjustment effect on the plane where the jacking is located is improved;
3. the one end that will butt the pole is pegged graft in the drive hole, and extrudees the spring, and the regulating block alignment adjustment tank on the other end, regulating block move in the adjustment tank, under the extrusion of regulating block and spring, the position of butt the pole is locked, and under the limiting displacement of two butt poles, the position is firm between dead lever and the support frame.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is an enlarged partial schematic view of portion A of FIG. 1;
fig. 3 is a partially enlarged schematic view of a portion B in fig. 1.
Reference numerals: 1. a beam slab module; 2. a high formwork support body module; 3. a bottom support module; 4. erecting a rod; 5. a pull rod; 6. an adjustable support; 7. an adjustable screw; 8. jacking; 9. a steel pipe; 10. a sliding screw; 11. a nut; 12. a limiting block; 13. a limiting groove; 14. a clamping block; 15. a card slot; 16. a butterfly nut; 17. bottom die; 18. side mould; 19. a support frame; 20. fixing grooves; 21. fixing the rod; 22. a clamping block; 23. a drive block; 24. a fixing hole; 25. a drive aperture; 26. a butting rod; 27. an adjusting block; 28. an adjustment groove; 29. a spring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses a high formwork system of a building. Referring to fig. 1 and 2, the high-support formwork system of the building comprises a beam slab module 1, a high-support formwork support body module 2, a shear bracing module and a bottom bracing module 3, wherein the high-support formwork support body module 2 is used for pouring concrete, the shear bracing module is used for reinforcing the high-support formwork support body module 2, and the bottom bracing module 3 is used for supporting the shear bracing module;
the high formwork support body module 2 comprises a plurality of vertical rods 4 and a plurality of pull rods 5, each pull rod 5 is used for reinforcing the adjacent vertical rods 4, a thread groove cavity is formed in the inner wall of the top end of each vertical rod 4, an adjustable support 6 is connected to the top end of each vertical rod 4 in a threaded mode, each adjustable support 6 comprises an adjustable screw 7 and a top support 8, the adjustable screw 7 is in threaded connection with the corresponding vertical rod 4, a steel pipe 9 is fixedly connected to the top end of each adjustable screw 7, a sliding screw 10 is arranged in each steel pipe 9 in a sliding mode, a nut 11 is rotatably connected to an opening at the top end of each steel pipe 9, the nut 11 is in threaded connection with the corresponding sliding screw 10, the top end of each sliding screw 10 is fixedly connected with the corresponding top support 8, a butterfly nut 16 is welded to the outer wall of each adjustable screw 7, the butterfly nut 16 is located below the nut 11, and the butterfly nut 16 is used for exerting acting force on the adjustable screw 7 to enable the adjustable screw to rotate;
referring to fig. 1 and 2, when the position between the end of the adjustable screw 7 and the end of the upright rod 4 is driven to be adjusted, the coarse adjustment effect of the height position of the top support 8 is realized, in order to further fine adjust the position of the top support 8, a limiting part for limiting the rotation of the sliding screw 10 is arranged between the steel pipe 9 and the sliding screw 10, the limiting part is set as a limiting block 12, the limiting block 12 is fixedly connected with the inner wall of the steel pipe 9, a limiting groove 13 is arranged on the peripheral wall of the sliding screw 10, a limiting groove 13 is arranged on the peripheral wall of the limiting groove 13, the length direction of the limiting groove 13 is along the axial direction of the sliding screw 10, two ends of the limiting groove 13 are arranged in a closed manner, and the limiting block 12 is slidably connected in the limiting groove 13.
Two fixture blocks 14 of 11 bottom fixedly connected with of nut, two fixture blocks 14 set up for central symmetry for the vertical central axis of nut 11, and steel pipe 9 roof is provided with and is used for fixture block 14 pivoted draw-in groove 15, and the vertical cross-section of fixture block 14 and draw-in groove 15 inner wall all sets up to "L" form, and fixture block 14 can only rotate along draw-in groove 15, and the motion of fixture block 14 towards draw-in groove 15 opening part is restricted, ensures the rotation effect of nut 11 and steel pipe 9 top position.
Drive adjustable screw 7 through butterfly nut 16 and rotate, realize the coarse adjustment to jacking 8, drive fixture block 14 is at draw-in groove 15 internal rotation, and nut 11 drives sliding screw 10 motion, and sliding screw 10's rotation is restricted by stopper 12, and stopper 12 moves along spacing groove 13 length direction, realizes the drive effect to sliding screw 10, and jacking 8 is driven at vertical direction upward movement this moment, and then the completion is to the fine-tuning effect of jacking 8 vertical direction positions.
Referring to fig. 1 and 3, in order to guarantee to be connected firm effect between beam slab template and the top support 8, beam slab template includes die block 17 and two side forms 18, fix through split bolt between two side forms 18, die block 17 fixedly connected with support frame 19, support frame 19 is provided with a plurality of fixed slots 20, the quantity of fixed slot 20 is the same with the top support 8 quantity of die block 17 below, 8 fixedly connected with dead levers 21 are held in the palm in the top, the 20 opening parts of fixed slot set up to the rectangle, the one end that fixed slot 20 was worn out to dead lever 21 is provided with the joint spare.
Joint spare sets up to joint piece 22, joint piece 22 rotates with 21 tip of dead lever, joint piece 22 bottom surface is provided with the mounting hole, fixedly connected with axle sleeve in the mounting hole, the inner circle and the 21 tip fixed connection of dead lever of axle sleeve, realize the rotation effect of joint piece 22 and dead lever 21, joint piece 22 length dimension is less than fixed slot 20 length dimension, fixed slot 20 is worn out together to joint piece 22 following dead lever 21, dead lever 21 length dimension equals the depth dimension of fixed slot 20, the bottom surface of joint piece 22 and the top surface butt of support frame 19, drive joint piece 22 rotates, joint piece 22 rotates to the position with fixed slot 20 length direction vertically, and then realize the restriction effect of top support 8 and support frame 19 along vertical direction motion.
In order to avoid dead lever 21 to take place the offset in fixed slot 20, the equal fixedly connected with drive block 23 in dead lever 21 both sides, fixed slot 24 has all been seted up to fixed slot 20 both ends inner wall, drive block 23 is provided with driving hole 25, driving hole 25 sets up with fixed hole 24 relatively, and the axis direction is the same, it has the butt to peg graft in driving hole 25 interpolation, butt pole 26 length dimension is less than the distance between driving hole 25 tip inner wall to fixed hole 24 tip inner wall, peg graft in driving hole 25 the one end of butt pole 26, when the other end moves to fixed hole 24 positions, peg graft in fixed hole 24 the one end of butt pole 26, butt pole 26 length dimension is greater than the distance between driving hole 25 opening part to fixed hole 24 opening part.
A reset piece for abutting against the connecting rod 26 is arranged in the driving block 23, the reset piece is set to be a spring 29 fixedly connected with the inner wall of the end part of the driving hole 25, the end part of the abutting rod 26 abuts against the end part of the spring 29, an adjusting piece for limiting the rotation of the abutting rod 26 is arranged between the supporting frame 19 and the abutting rod 26, the adjusting piece is set to be an adjusting block 27, the adjusting block 27 is fixedly connected with the outer wall of the end part of the abutting rod 26, an adjusting groove 28 is arranged on the inner wall of the fixing hole 24, one end, close to the opening of the fixing hole 24, of the adjusting groove 28 is arranged in an opening mode, the length size of the adjusting groove 28 is smaller than that of the fixing hole 24, and the adjusting block 27 is connected in the adjusting groove 28 in a sliding mode;
after in drive hole 25 is pegged graft to the one end of butt pole 26, the other end is pegged graft before fixed orifices 24, align regulating block 27 and 28 openings of adjustment tank, when regulating block 27 moved to 28 tip inner walls of adjustment tank, spring 29 is still in compression state, under spring 29's elastic force effect, realize the restriction effect to butt pole 26, simultaneously under two butt poles 26's butt effects, the position of fixed block and support frame 19 in fixed slot 20 is restricted, further guarantee to be connected the firm effect between top support 8 and the support frame 19.
The implementation principle of the high formwork system of the building in the embodiment of the application is as follows: the butterfly nut 16 drives the adjustable screw 7 to rotate, so that a coarse adjustment effect on the height position of the jacking 8 is achieved, the nut 11 is driven to rotate, the clamping block 14 rotates in the clamping groove 15, the sliding screw 10 moves along the axis direction of the steel pipe 9 under the limiting effect of the limiting block 12 and the limiting groove 13, the fine adjustment effect on the height position of the jacking 8 is achieved, and the precise adjustment effect on the plane where the jacking 8 is located is improved;
when support frame 19 is placed on top support 8, fixed link 21 and joint piece 22 wear out fixed slot 20 together, drive joint piece 22 rotate to with 20 length direction vertically positions of fixed slot, the restriction effect to top support 8 and the vertical direction of support frame 19 is realized, peg graft in drive hole 25 with the one end of butt rod 26 simultaneously, and extrude spring 29, adjustment tank 28 is aimed at to the regulating block 27 on the other end, regulating block 27 moves in adjustment tank 28, under the squeezing action of regulating block 27 and spring 29, the position of butt rod 26 is locked, under the limiting action of two butt rods 26, the position is firm between fixed link 21 and the support frame 19.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a high formwork system of building, includes beam slab module (1), high formwork support body module (2), bridging module and bottom sprag module (3), its characterized in that: high formwork support body module (2) includes a plurality of pole settings (4) and a plurality of pull rod (5), pole setting (4) top threaded connection has adjustable support to prop (6), adjustable support prop (6) include with pole setting (4) threaded connection's adjustable screw rod (7) and top support (8), adjustable screw rod (7) top fixedly connected with steel pipe (9), steel pipe (9) internal slipping is provided with sliding screw (10), steel pipe (9) top opening part rotates and is connected with nut (11), nut (11) with sliding screw (10) threaded connection, sliding screw (10) top with top support (8) fixed connection, steel pipe (9) with be provided with spacing between sliding screw (10) pivoted locating part.
2. The building construction high formwork system of claim 1, wherein: the limiting piece is arranged to be a limiting piece (12), the limiting piece (12) is fixedly connected with the inner wall of the steel pipe (9), a limiting groove (13) is formed in the peripheral wall of the sliding screw rod (10), the length direction of the limiting groove (13) is along the axis direction of the sliding screw rod (10), the limiting piece (12) is connected in the limiting groove (13) in a sliding mode, and two ends of the limiting groove (13) are arranged in a closing mode.
3. The building construction high formwork system of claim 2, wherein: nut (11) bottom fixedly connected with a plurality of fixture blocks (14), it is a plurality of fixture block (14) for the vertical central axis of nut (11) sets up for central symmetry, steel pipe (9) roof is provided with and is used for fixture block (14) pivoted draw-in groove (15), fixture block (14) and the vertical cross-section of draw-in groove (15) all sets up to "L" form.
4. The building construction high formwork system of claim 1, wherein: the outer wall of the adjustable screw rod (7) is fixedly connected with a butterfly nut (16), and the butterfly nut (16) is located below the screw cap (11).
5. The building construction high formwork system of claim 2, wherein: beam slab module (1) includes die block (17) and two side forms (18), die block (17) fixedly connected with support frame (19), support frame (19) are provided with a plurality of fixed slots (20), top support (8) fixedly connected with dead lever (21), wear out dead lever (21) the one end of fixed slot (20) is provided with the joint spare.
6. The building construction high formwork system of claim 5, wherein: the joint spare sets up to joint piece (22), joint piece (22) with dead lever (21) tip rotates to be connected, joint piece (22) rotate to with fixed slot (20) vertically position.
7. The building construction high formwork system of claim 6, wherein: the length dimension of the clamping block (22) is smaller than that of the fixing groove (20), the length dimension of the clamping block (22) is larger than that of the width dimension of the fixing groove (20), and the length dimension of the fixing rod (21) is equal to that of the depth dimension of the fixing groove (20).
8. The building construction high formwork system of claim 7, wherein: the equal fixedly connected with drive block (23) in dead lever (21) both sides, fixed slot (20) both ends inner wall has all been seted up fixed orifices (24), drive block (23) are provided with drive hole (25), it has butt joint pole (26) to peg graft in drive hole (25), the length dimension of butt joint pole (26) is less than drive hole (25) tip inner wall arrives distance between fixed hole (24) tip inner wall, and is greater than drive hole (25) opening part arrives distance between fixed hole (24) opening part, be provided with the piece that resets that is used for butt joint pole (26) in drive block (23).
9. The building construction high formwork system of claim 8, wherein: reset the piece set up into with drive hole (25) tip inner wall fixed connection's spring (29), butt link pole (26) tip with spring (29) butt, support frame (19) with be provided with the restriction between butt link pole (26) the pivoted regulating part of butt link pole (26).
10. The building construction high formwork system of claim 9, wherein: the regulating part sets up to regulating block (27), regulating block (27) with butt joint pole (26) tip outer wall fixed connection, fixed orifices (24) inner wall is provided with adjustment tank (28), regulating block (27) sliding connection in adjustment tank (28), adjustment tank (28) are close to in the one end of fixed orifices (24) opening part sets up for the opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110980924.2A CN113719115A (en) | 2021-08-25 | 2021-08-25 | High formwork system for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110980924.2A CN113719115A (en) | 2021-08-25 | 2021-08-25 | High formwork system for building construction |
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| CN113719115A true CN113719115A (en) | 2021-11-30 |
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| CN202110980924.2A Pending CN113719115A (en) | 2021-08-25 | 2021-08-25 | High formwork system for building construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114427295A (en) * | 2021-12-31 | 2022-05-03 | 中国建筑第二工程局有限公司 | Pre-buried ground anchor pulling connection and holding column combined ultrahigh and ultralimit formwork system and construction method thereof |
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| CN204418660U (en) * | 2015-01-07 | 2015-06-24 | 福建工程学院 | Cast-in-situ concrete beam and slab structure form bracing system |
| CN107143138A (en) * | 2017-05-25 | 2017-09-08 | 上海建工二建集团有限公司 | Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method |
| CN208347302U (en) * | 2018-04-20 | 2019-01-08 | 华西能源工程有限公司 | The high-supported formwork structure integrally formed for concrete frame floor and beam |
| CN211572534U (en) * | 2019-11-15 | 2020-09-25 | 刘盼 | Telescopic jacking of scaffold |
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| CN104652809A (en) * | 2015-01-07 | 2015-05-27 | 福建工程学院 | Construction method of support system for templates of concrete beams and slabs |
| CN204418660U (en) * | 2015-01-07 | 2015-06-24 | 福建工程学院 | Cast-in-situ concrete beam and slab structure form bracing system |
| CN107143138A (en) * | 2017-05-25 | 2017-09-08 | 上海建工二建集团有限公司 | Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method |
| CN208347302U (en) * | 2018-04-20 | 2019-01-08 | 华西能源工程有限公司 | The high-supported formwork structure integrally formed for concrete frame floor and beam |
| CN211572534U (en) * | 2019-11-15 | 2020-09-25 | 刘盼 | Telescopic jacking of scaffold |
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| CN114427295A (en) * | 2021-12-31 | 2022-05-03 | 中国建筑第二工程局有限公司 | Pre-buried ground anchor pulling connection and holding column combined ultrahigh and ultralimit formwork system and construction method thereof |
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Application publication date: 20211130 |