CN103628673B - A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system - Google Patents
A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system Download PDFInfo
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- CN103628673B CN103628673B CN201310568454.4A CN201310568454A CN103628673B CN 103628673 B CN103628673 B CN 103628673B CN 201310568454 A CN201310568454 A CN 201310568454A CN 103628673 B CN103628673 B CN 103628673B
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Abstract
The present invention relates to a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, it is for using in the highrise building of precast beam, and it comprises Encased truss, Encased truss braced structures and mortar leakage prevention structure; Wherein, described Encased truss braced structures is installed on precast beam; Described Encased truss is held in Encased truss braced structures; Described mortar leakage prevention structure is connected between the end of Encased truss and precast beam, and it is also arranged in Encased truss braced structures.It is simple that floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention has structure, easy to make, structural safety, construction is simple, reasonable stress, can reuse, and can be compatible with existing aluminum alloy pattern plate system, can be widely used in wholely watering in structure the connection of building between the higher precast beam of floor height and precast plate reinforced concrete prefabricated, or the plurality of advantages such as company between precast beam and slab form.
Description
Technical field
The present invention relates to a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, be specifically related to a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system being set up in the high-rise high building of precast beam unit, belong to technical field of civil engineering.
Background technology
The plurality of advantages such as aluminum alloy pattern plate formwork support process China is progressively popularized, and it has, and the number of turnover is many, formwork simple, economize on resources, are mainly used in the house and office building that structure is more regular, the number of plies is more at present.
But aluminum alloy pattern plate formwork system can't be suitable at present for the integral precast structure of employing precast beam, Bars In Poured Concrete Slab, and particularly for the building structure that floor height is higher, the original vertical support rod member of aluminum alloy pattern plate system will exist the great risk of unstability, cannot use.
Meanwhile, wholely water in structure reinforced concrete prefabricated, the connection between precast beam unit and slab form, often easily produce concrete spillage phenomenon, cause floor and beam junction to produce voids and pits phenomenon, there will be time serious and reveal muscle phenomenon.Mainly there is either large or small gap in the reason producing spillage, therefore, how effectively to block described gap according to slab form characteristic is the key point preventing concrete spillage between slab form and precast beam unit.
Between process precast beam unit and slab form, gap mainly contains following three kinds of ways at present: one is paste thicker double faced adhesive tape at slab form by precast beam unit side, spillage is solved by the viscosity of double faced adhesive tape, the method construction trouble relatively, double faced adhesive tape can not repeatedly use, and double faced adhesive tape removes difficulty; Two is adopt soft rubber bar pay the seam, and this way can exist and fails to fill in, or when concreting is vibrated, and rubber strip such as to get loose at the phenomenon, causes spillage still; Three is adopt to be enclosed within template with the sheet rubber of the bulk of slab form side-anastomosis, although this way spillage can solve, but cost is higher, and make sheet rubber slightly exceed template because sheet rubber is enclosed within template, cause reducing at the slab thickness of floor and beam junction, do not meet designing requirement and delivery receiving acceptance requirement.
Have again and be exactly, the connection between precast beam unit and precast plate, or the connection between precast beam unit and slab form, adopt the conventional braced structures being supported in lower floor's flooring or ground often to have the risk of unstability when building floor height is higher.Now there are three kinds of processing methods: one is carry out high-supported formwork calculating, require to set up high-supported formwork full hall scaffold according to high-supported formwork; Two is that prefabricated sill bolt chooses ear, to shelve precast plate; Three is reserved holes wearing scaffolding steel pipe on precast beam, shelves short scaffolding steel pipe in hole, on this steel pipe by hang under fastener parallel prefabricated beam length to scaffolding steel pipe, then shelve Encased truss on this steel pipe.
In said method, the first is too complicated, and cost is higher, and can not ensure formwork quality when constructing, and easily produces risk of caving in.In second method, the prefabricated complexity of precast beam of ear chosen by band, and cost is also higher.The third method Problems existing connects by hanging under fastener between scaffolding steel pipe, do not meet the safe handling requirement of fastener, easily occur that fastener gets loose phenomenon, security incident is caused to produce, and reserved hole is comparatively large, reserved construction trouble, and need later stage shutoff, otherwise perception is ugly, cost is easily higher.
Therefore, for solving the problems of the technologies described above, the necessary floor aluminum alloy pattern plate splicing formwork erecting structure system providing a kind of advanced person, to overcome described defect of the prior art.
Summary of the invention
For solving the problem, the object of the present invention is to provide a kind of easy construction, can reuse, structural strength is good and the floor aluminum alloy pattern plate that cost is low splices formwork erecting structure system.
For achieving the above object, the technical scheme that the present invention takes is: a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, and it is for using in the highrise building of precast beam, and it comprises Encased truss, Encased truss braced structures and mortar leakage prevention structure; Wherein, described Encased truss braced structures is installed on precast beam; Described Encased truss is held in Encased truss braced structures; Described mortar leakage prevention structure is connected between the end of Encased truss and precast beam, and it is also arranged in Encased truss braced structures.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described Encased truss is spliced by some sections of truss sections; Each truss section comprises aluminum alloy mould plate, floor, lower chord, end plate and end floor; Wherein, described aluminum alloy mould plate is positioned at top; Described lower chord is positioned at the both sides of bottom, and is provided with two that are parallel to each other; Described floor is arranged at the side end of aluminum alloy mould plate, and vertically downward; Described end floor is welded in bottom aluminum alloy mould plate and on floor; Between described floor and lower chord, between two lower chords, end floor is connected respectively by some aluminium alloys batten plates with between end plate; Described end plate is welded on the end of two lower chords.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described aluminium alloys batten plate is welded on the inner side of floor and lower chord; Described lower chord is L-type structure; Some circular holes are evenly equipped with on described floor and end plate, end floor.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described some sections of truss sections adopt high strength exploitation; And described truss section is divided into middle part truss section and is positioned at the end truss section at two ends, in the middle part of this truss section and end truss section contour.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: in described precast beam, be embedded with sleeve pipe; Described Encased truss braced structures comprises Screw arbor with nut at both-ends, nut and channel-shaped metal section bar; Wherein, described Screw arbor with nut at both-ends is through described sleeve pipe; Described channel-shaped metal section bar is positioned at the both sides of precast beam, which is provided with hole, and Screw arbor with nut at both-ends is through described hole; Described nut is bolted in the two ends of Screw arbor with nut at both-ends respectively, and is connected on channel-shaped metal section bar and is fixed by channel-shaped metal section bar.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described hole is decussate texture, it comprises transverse opening section and vertical openings section, and the end of transverse opening section, the end of vertical openings section and transverse opening section and vertical openings section intersection are arc-shaped; Described Screw arbor with nut at both-ends is through described transverse opening section, and the width of transverse opening section is greater than Screw arbor with nut at both-ends diameter 2mm.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described channel-shaped metal section bar is specially steel or aluminium alloys matter, which is provided with plane, lower plane and the vertical joint face connecting upper plane and lower plane, described joint face is connected on precast beam; This channel-shaped metal section bar is at least provided with 2 holes.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: described mortar leakage prevention structure comprises trough aluminium alloy section bar, soft rubber block and some spikes; Wherein, described trough aluminium alloy section bar is provided with upper surface, soffit and the vertical side connecting upper surface and soffit, and is respectively equipped with some apertures on described upper surface, soffit; Described soft rubber block is installed in trough aluminium alloy section bar; Described spike through aperture, and inserts in soft rubber block, and is fixed in trough aluminium alloy section bar by soft rubber block.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is set to further: the width of described trough aluminium alloy section bar is 30mm; The width of soft rubber block is 45mm; The rectangular structure of cross section of described soft rubber block, it is highly less than the height of trough aluminium alloy section bar.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is also set to: described soft rubber block is connected on floor; Described side is connected on precast beam.
Compared with prior art, the present invention has following beneficial effect:
1. the Encased truss structure of floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention is simple, easy to make, and shaped structural section rigidity is comparatively large, cross section bending resistance, shear strength are higher, spliced by the truss section multistage of different length, truss can adapt to larger plate across excursion; It can be shelved on precast beam by simple braced structures, does not need to use other supporting rod, structural safety, and construction is simple, reasonable stress; Meanwhile, it can be compatible with existing aluminum alloy pattern plate system, by hole uniform on described floor, uses pin or bolt to be connected with other aluminum alloy pattern plate, form overall slab form.
2. the plurality of advantages such as the Encased truss braced structures of floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention has structure simply, easy for installation, and repeatedly can have enough to meet the need use, with low cost; Because there is transverse opening section in it, therefore has certain adjustment length in the horizontal, facilitates the installation of described channel-shaped metal section bar on precast beam; Meanwhile, it, by removing the nut on described Screw arbor with nut at both-ends, touches described channel-shaped metal section bar one end, make its horizontal shift, make Screw arbor with nut at both-ends be positioned at vertical openings section, therefore described channel-shaped metal section bar position moves down and breaks away from the pressure of Encased truss, thus can easily remove all formwork erecting structures; It is connected on precast beam by joint face, then by Screw arbor with nut at both-ends, nut and precast beam pre-connection, effectively can reduce the free extension of Screw arbor with nut at both-ends, avoids Screw arbor with nut at both-ends to bend.
3. the groove-shaped aluminum alloy profile simple shape of the mortar leakage prevention structure of floor aluminum alloy pattern plate splicing formwork erecting structure system of the present invention, easily processes, repeatedly can have enough to meet the need use, and have certain plane stiffness, can shelve on the support structure; Its rectangle soft rubber block is fixed in groove-shaped aluminum alloy profile by spike, makes described rectangle soft rubber block not easily installing, come off in handling process, is not easily shifted in concrete vibrating process, and conveniently replaced after block rubber breakage; Meanwhile, rectangle soft rubber tile height is a little less than the height of described groove-shaped aluminum alloy profile, and under the extruding of slab form, described rectangle soft rubber block to the internal strain of described groove-shaped aluminum alloy profile opening, and can not be extruded by upward, down; There is structure simple, easy production and construction, mortar leakage prevention Be very effective, the plurality of advantages such as with low cost.
4. floor aluminum alloy pattern plate of the present invention splicing formwork erecting structure system can be widely used in wholely watering in structure the connection of building between the higher precast beam of floor height and precast plate reinforced concrete prefabricated, or the connection between precast beam and slab form.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of floor aluminum alloy pattern plate of the present invention splicing formwork erecting structure system.
Fig. 2 is the partial enlarged drawing of Fig. 1.
Fig. 3 is the schematic diagram of the Encased truss in Fig. 1.
Fig. 4 is the schematic diagram of the middle part truss section in Fig. 3.
Fig. 5 is the schematic diagram of the end truss section in Fig. 3.
Fig. 6 is the profile along A-A in Fig. 3.
Fig. 7 is the profile along B-B in Fig. 3.
Fig. 8 is the profile along C-C in Fig. 6 and Fig. 7.
Fig. 9 is the connection diagram of Encased truss in Fig. 1 and conventional aluminium template.
Figure 10 is the scheme of installation of the Encased truss braced structures in Fig. 1.
Figure 11 is the lateral view of the Encased truss braced structures in Fig. 1.
Figure 12 is the schematic diagram of the mortar leakage prevention structure in Fig. 1.
Detailed description of the invention
Refer to shown in Figure of description 1 to accompanying drawing 12, the present invention is a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, it is for using in the highrise building of precast beam 5, and it is made up of a few parts such as Encased truss 1, Encased truss braced structures 2 and mortar leakage prevention structures 3.
Wherein, described Encased truss braced structures 2 is installed on precast beam 5; Described Encased truss 1 is held in Encased truss braced structures 2; Described mortar leakage prevention structure 3 is connected between the end of Encased truss 1 and precast beam 5, and it is also arranged in Encased truss braced structures 2.
Refer to shown in Figure of description 3 to accompanying drawing 9, described Encased truss 1 is spliced by some sections of truss sections 10, and specifically, described some sections of truss sections 10 adopt high strength exploitation; And described truss section 10 is divided into middle part truss section 11 and is positioned at the end truss section 12 at two ends, in the middle part of this truss section 11 and end truss section 12 contour, and the rectangular in cross-section structure of middle part truss section 11, and the cross section of end truss section 12 is in structure in echelon.
Each truss section 10 comprises a few part composition such as aluminum alloy mould plate 13, floor 14, lower chord 15, end plate 17 and end floor 19.
Wherein, described aluminum alloy mould plate 13 is positioned at the top of this truss section 10; Described lower chord 15 is positioned at the both sides of the bottom of this truss section 10, and is provided with two that are parallel to each other.This lower chord 15 is in L-type structure.
Described end floor 19 is welded in bottom aluminum alloy mould plate 13 and on floor 14.
Described floor 14 is arranged at the side end of aluminum alloy mould plate 13, and vertically downward.Between described floor 14 and lower chord 15, between end floor 19 and end plate 17, connect respectively by some aluminium alloys batten plates 16 between two lower chords 15.Further, described aluminium alloys batten plate 16 is welded on the inner side of floor 14 and lower chord 15.
Described end plate 17 is welded on the end of two lower chords 15.Some circular holes 18 are evenly equipped with on this end plate 17 and end floor 19, floor 14.Adjacent truss section 11, truss section 12 can be adopted high strength exploitation by the circular hole 18 on end plate 17 and end floor 19; Pin or bolt can be used can be connected with other conventional aluminium template 4 by the circular hole 18 on floor 14, form overall slab form.
Refer to shown in Figure of description 10 to accompanying drawing 11, in described precast beam 5, be embedded with sleeve pipe 51.This Encased truss braced structures 2 is made up of a few parts such as Screw arbor with nut at both-ends 23, nut 24 and channel-shaped metal section bars 25.
Wherein, described Screw arbor with nut at both-ends 23 is through described sleeve pipe 51.
Described channel-shaped metal section bar 25 is specially steel or aluminium alloys matter, and it is positioned at the both sides of precast beam 1.This channel-shaped metal section bar 25 is provided with plane 251, lower plane 252 and the vertical joint face 253 connecting upper plane 251 and lower plane 252, and described joint face 253 is connected on precast beam 5.
Be provided with hole 26 in described channel-shaped metal section bar 25, these holes 26 are at least provided with 2.Described Screw arbor with nut at both-ends 23 is through described hole 26.Further, described channel-shaped metal section bar 25 height will meet the space requirement that described nut 24 is tightened, and section bar width is with by the width of the Encased truss 1 that supports or precast floor slab.
Described nut 24 is bolted in the two ends of Screw arbor with nut at both-ends 23 respectively, and is connected on channel-shaped metal section bar 25 and is fixed by channel-shaped metal section bar 25.
Further, described hole 26 is in decussate texture, and it comprises transverse opening section 261 and vertical openings section 262, and the end of transverse opening section 261, the end of vertical openings section 262 and transverse opening section 261 and vertical openings section 262 intersection are arc-shaped.Described Screw arbor with nut at both-ends 23 is through described transverse opening section 261, and the width of transverse opening section 261 is greater than Screw arbor with nut at both-ends 23 diameter 2mm.
Refer to shown in Figure of description 12, described mortar leakage prevention structure 3 is assembled by a few parts such as trough aluminium alloy section bar 31, soft rubber block 32 and some spikes 33.
Wherein, described trough aluminium alloy section bar 31 is provided with upper surface 311, soffit 312 and the vertical side 313 connecting upper surface 311 and soffit 312, make this trough aluminium alloy section bar 31 have certain plane stiffness, can be shelved in Encased truss braced structures 2.Some apertures 35 are respectively equipped with on described upper surface 311, soffit 312.
Described soft rubber block 32 is installed in trough aluminium alloy section bar 31.Described spike 33 is through aperture 35, and insert in soft rubber block 32, and soft rubber block 32 is fixed in trough aluminium alloy section bar 31, make described soft rubber block 32 not easily installing, come off in handling process, not easily be shifted in concrete vibrating process, and soft rubber block 32 is damaged rear conveniently replaced.Described soft rubber block 32 is connected on floor; Described side 313 is connected on precast beam 5.
Further, the width of described trough aluminium alloy section bar 31 is 30mm; The width of soft rubber block 32 is 45mm, and the part of soft rubber block 32 is positioned at outside trough aluminium alloy section bar 31.The rectangular structure of cross section of described soft rubber block 32, it is highly less than the height of trough aluminium alloy section bar 31, under the extruding of Encased truss 1, described rectangle soft rubber block 32 to the internal strain of described groove-shaped aluminum alloy profile 31 opening, and can not be extruded upward, down.
Above detailed description of the invention is only the preferred embodiment of this creation, and not in order to limit this creation, any amendment made within all spirit in this creation and principle, equivalent replacement, improvement etc., within the protection domain that all should be included in this creation.
Claims (7)
1. a floor aluminum alloy pattern plate splicing formwork erecting structure system, it, for using in the highrise building of precast beam, is characterized in that: comprise Encased truss, Encased truss braced structures and mortar leakage prevention structure; Wherein, described Encased truss braced structures is installed on precast beam; Described Encased truss is held in Encased truss braced structures; Described mortar leakage prevention structure is connected between the end of Encased truss and precast beam, and it is also arranged in Encased truss braced structures; Described Encased truss is spliced by some sections of truss sections; Each truss section comprises aluminum alloy mould plate, floor, lower chord, end plate and end floor; Wherein, described aluminum alloy mould plate is positioned at top; Described lower chord is positioned at the both sides of bottom, and is provided with two that are parallel to each other; Described floor is arranged at the side end of aluminum alloy mould plate, and vertically downward; Described end floor is welded in bottom aluminum alloy mould plate and on floor; Between described floor and lower chord, between two lower chords, end floor is connected respectively by some aluminium alloys batten plates with between end plate; Described end plate is welded on the end of two lower chords; Sleeve pipe is embedded with in described precast beam; Described Encased truss braced structures comprises Screw arbor with nut at both-ends, nut and channel-shaped metal section bar; Wherein, described Screw arbor with nut at both-ends is through described sleeve pipe; Described channel-shaped metal section bar is positioned at the both sides of precast beam, which is provided with hole, and Screw arbor with nut at both-ends is through described hole; Described nut is bolted in the two ends of Screw arbor with nut at both-ends respectively, and is connected on channel-shaped metal section bar and is fixed by channel-shaped metal section bar; Described hole is decussate texture, and it comprises transverse opening section and vertical openings section, and the end of transverse opening section, the end of vertical openings section and transverse opening section and vertical openings section intersection are arc-shaped; Described Screw arbor with nut at both-ends is through described transverse opening section, and the width of transverse opening section is greater than Screw arbor with nut at both-ends diameter 2mm.
2. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, is characterized in that: described aluminium alloys batten plate is welded on the inner side of floor and lower chord; Described lower chord is L-type structure; Some circular holes are evenly equipped with on described floor and end plate, end floor.
3. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 2, is characterized in that: described some sections of truss sections adopt high strength exploitation; And described truss section is divided into middle part truss section and is positioned at the end truss section at two ends, in the middle part of this truss section and end truss section contour.
4. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, it is characterized in that: described channel-shaped metal section bar is specially steel or aluminium alloys matter, which is provided with plane, lower plane and the vertical joint face connecting upper plane and lower plane, described joint face is connected on precast beam; This channel-shaped metal section bar is at least provided with 2 holes.
5. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, is characterized in that: described mortar leakage prevention structure comprises trough aluminium alloy section bar, soft rubber block and some spikes; Wherein, described trough aluminium alloy section bar is provided with upper surface, soffit and the vertical side connecting upper surface and soffit, and is respectively equipped with some apertures on described upper surface, soffit; Described soft rubber block is installed in trough aluminium alloy section bar; Described spike through aperture, and inserts in soft rubber block, and is fixed in trough aluminium alloy section bar by soft rubber block.
6. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 5, is characterized in that: the width of described trough aluminium alloy section bar is 30mm; The width of soft rubber block is 45mm; The rectangular structure of cross section of described soft rubber block, it is highly less than the height of trough aluminium alloy section bar.
7. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 6, is characterized in that: described soft rubber block is connected on floor; Described side is connected on precast beam.
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| CN201310568454.4A CN103628673B (en) | 2013-11-15 | 2013-11-15 | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system |
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| CN201310568454.4A CN103628673B (en) | 2013-11-15 | 2013-11-15 | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system |
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| CN103628673B true CN103628673B (en) | 2015-11-11 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107503358B (en) * | 2017-09-15 | 2023-08-01 | 浙江大学 | Modularized foundation pit steel truss supporting structure |
| CN108457470A (en) * | 2018-03-22 | 2018-08-28 | 浙江谊科建筑技术发展有限公司 | A kind of assembly and connection device of aluminum alloy mould plate and PC structures |
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| CN103015709A (en) * | 2012-12-24 | 2013-04-03 | 东南大学 | Amplitude-change string truss horizontal support |
| CN203603461U (en) * | 2013-11-15 | 2014-05-21 | 华汇建设集团有限公司 | Floor aluminum shuttering splicing formwork structure system |
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| GB1449932A (en) * | 1974-01-30 | 1976-09-15 | Iwatani & Co | Scaffolding for use in forming a concrete floor slab |
| CN2556306Y (en) * | 2002-07-02 | 2003-06-18 | 郭绍君 | Combined bracnig frame |
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| CN103628673A (en) | 2014-03-12 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Floor formwork structure system capable of being spliced with aluminum formwork Effective date of registration: 20191225 Granted publication date: 20151111 Pledgee: Industrial and Commercial Bank of China Shengzhou sub branch Pledgor: Huahui Construction Group Co., Ltd. Registration number: Y2019330000384 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200821 Granted publication date: 20151111 Pledgee: Industrial and Commercial Bank of China Shengzhou sub branch Pledgor: HUAHUI CONSTRUCTION GROUP Co.,Ltd. Registration number: Y2019330000384 |