CN203603461U - Floor aluminum shuttering splicing formwork structure system - Google Patents
Floor aluminum shuttering splicing formwork structure system Download PDFInfo
- Publication number
- CN203603461U CN203603461U CN201320720156.8U CN201320720156U CN203603461U CN 203603461 U CN203603461 U CN 203603461U CN 201320720156 U CN201320720156 U CN 201320720156U CN 203603461 U CN203603461 U CN 203603461U
- Authority
- CN
- China
- Prior art keywords
- floor
- truss
- aluminum alloy
- section
- structure system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 51
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title abstract description 7
- 229910052782 aluminium Inorganic materials 0.000 title abstract description 7
- 238000009416 shuttering Methods 0.000 title abstract 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 83
- 239000004570 mortar (masonry) Substances 0.000 claims description 12
- 230000002265 prevention Effects 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 9
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000011440 grout Substances 0.000 abstract 2
- 238000000034 method Methods 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000004567 concrete Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 239000002390 adhesive tape Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000004411 aluminium Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a floor aluminum shuttering splicing formwork structure system which is used for high-rise buildings with precast beams. The floor aluminum shuttering splicing formwork structure system comprises a formwork truss, a formwork truss supporting structure and a grout leakage preventing structure, the formwork truss supporting structure is mounted on a precast beam, the formwork truss is arranged on the formwork truss supporting structure, and the grout leakage preventing structure abuts against the position between the end of the formwork truss and the precast beam and is also located on the formwork truss supporting structure. The floor aluminum shuttering splicing formwork structure system has the advantages that the structure is simple, manufacturing is convenient, the structure is safe, construction is simple, stress is reasonable, the structure system can be repeatedly used and is compatible with existing aluminum shuttering systems, and the structure system can be widely used for connection between a precast beam and a precast board of high floors in a reinforced concrete precast overall-pouring structure, or connection between a precast beam and a floor form.
Description
Technical field
The utility model relates to a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, is specifically related to a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system of the high-rise high building that is set up in precast beam unit, belongs to technical field of civil engineering.
Background technology
The plurality of advantages such as aluminum alloy pattern plate formwork support process China is progressively universal, and it has, and the number of turnover is many, formwork simple, economize on resources, main use in more regular in structure, the number of plies is more house and office building at present.
But aluminum alloy pattern plate formwork system can't be suitable at present for the integral precast structure that adopts precast beam, Bars In Poured Concrete Slab, and particularly for the higher building structure of floor height, the original vertical support rod member of aluminum alloy pattern plate system, by there being the great risk of unstability, cannot use.
Meanwhile, reinforced concrete prefabricated whole watering in structure, being connected between precast beam unit and slab form, often easily produce concrete spillage phenomenon, cause floor and beam junction to produce voids and pits phenomenon, when serious, there will be and reveal muscle phenomenon.The reason that produces spillage is mainly between slab form and precast beam unit, to have either large or small gap, and therefore, how effectively to stop up described gap according to slab form characteristic is the key point that prevents concrete spillage.
On gap between processing precast beam unit and slab form, mainly contain at present following three kinds of ways: the one, paste thicker double faced adhesive tape at slab form by precast beam unit one side, viscosity by double faced adhesive tape solves spillage, the method construction trouble relatively, double faced adhesive tape can not be repeatedly used, and double faced adhesive tape is removed difficulty; The 2nd, adopt soft rubber bar pay the seam, this way can exist and fail to fill in, or in the time that concreting is vibrated, and the rubber strip phenomenon such as get loose, causes spillage still; The 3rd, adopt the sheet rubber of the bulk identical with slab form side to be enclosed within template, although this way spillage can solve, but cost is higher, and because being enclosed within template, sheet rubber make sheet rubber slightly exceed template, cause reducing at the slab thickness of floor and beam junction, do not meet designing requirement and delivery receiving acceptance requirement.
Have to be again exactly, being connected between precast beam unit and precast plate, or being connected between precast beam unit and slab form, when building floor height is higher, adopt the conventional braced structures that is supported in lower floor's flooring or ground to tend to the risk of unstability.Now there are three kinds of processing methods: the one, carry out high-supported formwork calculating, require to set up high-supported formwork full hall scaffold according to high-supported formwork; The 2nd, prefabricated sill bolt is chosen ear, to shelve precast plate; The 3rd, on precast beam, the reserved hole of wearing scaffolding steel pipe is shelved short scaffolding steel pipe in hole, on this steel pipe by under fastener, hang 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 formwork quality can not guarantee to construct time, easily produces the risk of caving in.In second method, the prefabricated complexity of precast beam that band is chosen ear, cost is also higher.The problem that the third method exists is by hanging and connect under fastener between scaffolding steel pipe, do not meet the safe handling requirement of fastener, be prone to the fastener phenomenon that gets loose, cause security incident to produce, and reserved hole is larger, 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 that a kind of advanced person is provided, to overcome described defect of the prior art.
Utility model content
For addressing the above problem, the purpose of this utility model is to provide a kind of easy construction, can reuse, the floor aluminum alloy pattern plate splicing formwork erecting structure system that structural strength is good and cost is low.
For achieving the above object, the technical scheme that the utility model is taked is: a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, and it is for using 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 and precast beam of Encased truss, and it is also arranged in Encased truss braced structures.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: 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 on aluminum alloy mould plate bottom and floor; Between described floor and lower chord, between two lower chords, between end floor and end plate, be connected by some aluminium alloys batten plates respectively; 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 utility model is further set to: described aluminium alloys batten plate is welded on the inner side of floor and lower chord; Described lower chord is L-type structure; On described floor and end plate, end floor, be evenly equipped with some circular holes.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: described some sections of truss sections adopt high-strength bolt to connect; And described truss section is divided into middle part truss section and is positioned at the end truss section at two ends, and this middle part truss section and end truss section are contour.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: in described precast beam, be embedded with sleeve pipe; Described Encased truss braced structures comprises Screw arbor with nut at both-ends, nut and flute profile shape; Wherein, described Screw arbor with nut at both-ends is through described sleeve pipe; Described flute profile shape 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 respectively the two ends of Screw arbor with nut at both-ends, and is connected on flute profile shape and flute profile shape is fixed.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: 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 circular-arc; 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 utility model is further set to: described flute profile shape is specially steel or aluminium alloys matter, which is provided with plane, lower plane and the vertical joint face that connects upper plane and lower plane, described joint face is connected on precast beam; On this flute profile shape, be at least provided with 2 holes.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: described mortar leakage prevention structure comprises trough aluminium alloy section bar, soft rubber piece and some spikes; Wherein, described trough aluminium alloy section bar is provided with upper surface, soffit and vertically connects the side of upper surface and soffit, and on described upper surface, soffit, is respectively equipped with some apertures; Described soft rubber piece is installed in trough aluminium alloy section bar; Described spike passes aperture, and inserts in soft rubber piece, and soft rubber piece is fixed in trough aluminium alloy section bar.
Floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is further set to: the width of described trough aluminium alloy section bar is 30mm; The width of soft rubber piece is 45mm; The rectangular structure of cross section of described soft rubber piece, 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 utility model is also set to: described soft rubber piece is connected on floor; Described side is connected on precast beam.
Compared with prior art, the utlity model has following beneficial effect:
1. the Encased truss of floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model is simple in structure, easy to make, and shaped structural section rigidity is larger, cross section bending resistance, shear strength are higher, by the truss section multistage splicing 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, its can with existing aluminum alloy pattern plate system compatibility, by hole uniform on described floor, use 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 of the present utility model splicing formwork erecting structure system has simple in structurely, easy for installation, and can repeatedly have enough to meet the need use, with low cost; It therefore there is in the horizontal certain adjusting length, facilitates the installation of described flute profile shape on precast beam because there being transverse opening section; Meanwhile, it,, by removing the nut on described Screw arbor with nut at both-ends, touches described flute profile shape one end, make its horizontal shift, make Screw arbor with nut at both-ends be positioned at vertical openings section, therefore described flute profile shape position moves down and breaks away from the pressure of Encased truss, thereby 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, can effectively reduce the free extension of Screw arbor with nut at both-ends, avoids Screw arbor with nut at both-ends bending.
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 utility model, easily processing, can repeatedly have enough to meet the need use, and have certain plane stiffness, can be shelved in braced structures; Its rectangle soft rubber piece is fixed in groove-shaped aluminum alloy profile by spike, makes that described rectangle soft rubber piece is difficult for installing, comes off in handling process, be difficult for being 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 piece is to the internal strain of described groove-shaped aluminum alloy profile opening, and can be by not upward, be extruded down; Have simple in structure, easily production and construction, the plurality of advantages such as mortar leakage prevention effect is remarkable, with low cost.
4. floor aluminum alloy pattern plate of the present utility model splicing formwork erecting structure system can be widely used in wholely building being connected between precast beam that floor height is higher and precast plate in watering structure reinforced concrete prefabricated, or being connected between precast beam and slab form.
Accompanying drawing explanation
Fig. 1 is the scheme of installation of floor aluminum alloy pattern plate splicing formwork erecting structure system of the present utility model.
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 Encased truss in Fig. 1 and the connection diagram of 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.
The specific embodiment
Refer to Figure of description 1 to shown in accompanying drawing 12, the utility model is a kind of floor aluminum alloy pattern plate splicing formwork erecting structure system, it is for using the highrise building of precast beam 5, and it is made up of several 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 and precast beam 5 of Encased truss 1, and it is also arranged in Encased truss braced structures 2.
Refer to Figure of description 3 to shown in accompanying drawing 9, described Encased truss 1 is spliced by some sections of truss sections 10, and specifically, described some sections of truss sections 1 adopt high-strength bolt to connect; 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, and this middle part truss section 11 and end truss section 12 are contour, and the rectangular structure in cross section of middle part truss section 12, and the cross section of end truss section 12 is structure in echelon.
Each truss section 10 comprises a few part compositions 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 L-type structure.
Described end floor 19 is welded on aluminum alloy mould plate 13 bottoms and 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, between two lower chords 15, connect by some aluminium alloys batten plates 16 respectively.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.On this end plate 17 and end floor 19, floor 14, be evenly equipped with some circular holes 18.Can adopt high-strength bolt to be connected adjacent truss section 11, truss section 12 by end plate 17 with the circular hole 18 on end floor 19; Can use pin or bolt to be connected with other conventional aluminium template 4 by the circular hole 18 on floor 14, form overall slab form.
Refer to Figure of description 10 to shown in accompanying drawing 11, in described precast beam 5, be embedded with sleeve pipe 51.This Encased truss braced structures 2 is made up of several parts such as Screw arbor with nut at both-ends 23, nut 24 and flute profile shapes 25.
Wherein, described Screw arbor with nut at both-ends 23 is through described sleeve pipe 51.
Described flute profile shape 25 is specially steel or aluminium alloys matter, and it is positioned at the both sides of precast beam 1.This flute profile shape 25 is provided with plane 251, lower plane 252 and the vertical joint face 253 that connects 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 flute profile shape 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 flute profile shape 25 height will meet the space requirement that described nut 24 is tightened, and section bar width is with the width of supported Encased truss 1 or precast floor slab.
Described nut 24 is bolted in respectively the two ends of Screw arbor with nut at both-ends 23, and is connected on flute profile shape 25 and by fixing flute profile shape 25.
Further, described hole 26 is 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 intersections are circular-arc.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 several parts such as trough aluminium alloy section bar 31, soft rubber piece 32 and some spikes 33.
Wherein, described trough aluminium alloy section bar 31 is provided with upper surface 311, soffit 312 and vertically connects upper surface 311 and the side 313 of soffit 312, make this trough aluminium alloy section bar 31 there is certain plane stiffness, can be shelved in Encased truss braced structures 2.On described upper surface 311, soffit 312, be respectively equipped with some apertures 35.
Described soft rubber piece 32 is installed in trough aluminium alloy section bar 31.Described spike 33 is through aperture 35, and insert in soft rubber piece 32, and soft rubber piece 32 is fixed in trough aluminium alloy section bar 31, make that described soft rubber piece 32 is difficult for installing, come off in handling process, be difficult for being shifted in concrete vibrating process, and soft rubber piece 32 is damaged rear conveniently replaced.Described soft rubber piece 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 piece 32 is 45mm, and the part of soft rubber piece 32 is positioned at outside trough aluminium alloy section bar 31.The rectangular structure of cross section of described soft rubber piece 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 piece 32 is to described groove-shaped aluminum alloy profile 31 opening internal strains, and can be by not upward, be extruded down.
The above specific embodiment is only the preferred embodiment of this creation, not in order to limit this creation, any modification of making, is equal to replacement, improvement etc., within all should being included in the protection domain of this creation within all spirit in this creation and principle.
Claims (10)
1. a floor aluminum alloy pattern plate splicing formwork erecting structure system, it,, for using 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 and precast beam of Encased truss, and it is also arranged in Encased truss braced structures.
2. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, is characterized in that: floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, is characterized in that: 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 on aluminum alloy mould plate bottom and floor; Between described floor and lower chord, between two lower chords, between end floor and end plate, be connected by some aluminium alloys batten plates respectively; Described end plate is welded on the end of two lower chords.
3. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 2, 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; On described floor and end plate, end floor, be evenly equipped with some circular holes.
4. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 3, is characterized in that: described some sections of truss sections adopt high-strength bolt to connect; And described truss section is divided into middle part truss section and is positioned at the end truss section at two ends, and this middle part truss section and end truss section are contour.
5. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 1, is characterized in that: in described precast beam, be embedded with sleeve pipe; Described Encased truss braced structures comprises Screw arbor with nut at both-ends, nut and flute profile shape; Wherein, described Screw arbor with nut at both-ends is through described sleeve pipe; Described flute profile shape 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 respectively the two ends of Screw arbor with nut at both-ends, and is connected on flute profile shape and flute profile shape is fixed.
6. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 5, it is characterized in that: 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 circular-arc; 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.
7. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 6, it is characterized in that: described flute profile shape is specially steel or aluminium alloys matter, which is provided with plane, lower plane and the vertical joint face that connects upper plane and lower plane, described joint face is connected on precast beam; On this flute profile shape, be at least provided with 2 holes.
8. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 2, is characterized in that: described mortar leakage prevention structure comprises trough aluminium alloy section bar, soft rubber piece and some spikes; Wherein, described trough aluminium alloy section bar is provided with upper surface, soffit and vertically connects the side of upper surface and soffit, and on described upper surface, soffit, is respectively equipped with some apertures; Described soft rubber piece is installed in trough aluminium alloy section bar; Described spike passes aperture, and inserts in soft rubber piece, and soft rubber piece is fixed in trough aluminium alloy section bar.
9. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 8, is characterized in that: the width of described trough aluminium alloy section bar is 30mm; The width of soft rubber piece is 45mm; The rectangular structure of cross section of described soft rubber piece, it is highly less than the height of trough aluminium alloy section bar.
10. floor aluminum alloy pattern plate splicing formwork erecting structure system as claimed in claim 9, is characterized in that: described soft rubber piece is connected on floor; Described side is connected on precast beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320720156.8U CN203603461U (en) | 2013-11-15 | 2013-11-15 | Floor aluminum shuttering splicing formwork structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320720156.8U CN203603461U (en) | 2013-11-15 | 2013-11-15 | Floor aluminum shuttering splicing formwork structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603461U true CN203603461U (en) | 2014-05-21 |
Family
ID=50716141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320720156.8U Expired - Lifetime CN203603461U (en) | 2013-11-15 | 2013-11-15 | Floor aluminum shuttering splicing formwork structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603461U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103628673A (en) * | 2013-11-15 | 2014-03-12 | 华汇建设集团有限公司 | Floor formwork structure system capable of being spliced with aluminum formwork |
| CN113358470A (en) * | 2021-06-04 | 2021-09-07 | 山东理工大学 | Out-of-plane stable single steel truss test model |
-
2013
- 2013-11-15 CN CN201320720156.8U patent/CN203603461U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103628673A (en) * | 2013-11-15 | 2014-03-12 | 华汇建设集团有限公司 | Floor formwork structure system capable of being spliced with aluminum formwork |
| CN103628673B (en) * | 2013-11-15 | 2015-11-11 | 华汇建设集团有限公司 | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system |
| CN113358470A (en) * | 2021-06-04 | 2021-09-07 | 山东理工大学 | Out-of-plane stable single steel truss test model |
| CN113358470B (en) * | 2021-06-04 | 2022-09-13 | 山东理工大学 | Out-of-plane stable single steel truss test model |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106703269A (en) | Prestressed concrete superimposed sheet with steel trusses and manufacturing method | |
| CN107542196A (en) | Prestressed concrete bidirectional laminated slab and preparation method | |
| CN104631512A (en) | Post-cast strip beam and slab construction method adopting formwork hanging method | |
| CN206428968U (en) | A kind of steel bar girder formula is without supporting template system | |
| CN202627491U (en) | Forming template for deformation joint position shear wall of high-rise building | |
| CN206352357U (en) | A kind of prestressed concrete overlapped slab with steel truss | |
| CN108301545A (en) | A kind of big module overlapping contignation of the assembled with space truss temporary support | |
| CN102704678A (en) | Shaping template for shear wall in deformation joint position of high-rise building | |
| CN205224332U (en) | Prefabricated wall body and prefabricated wallboard | |
| CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
| CN113898102A (en) | Ribbed concrete laminated slab | |
| CN103628673B (en) | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system | |
| CN105442737B (en) | A kind of complex heat-preservation floorboard and its construction method | |
| CN204804129U (en) | Prefabricated concrete floor entirely for building | |
| CN111236681A (en) | Hanging die for adding laminated slab at bottom of concrete slab and construction method thereof | |
| CN203603490U (en) | Supporting structure used for erecting formwork truss on prefabricated beam | |
| CN102418417B (en) | Long-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN212642113U (en) | Formwork support system and construction structure | |
| CN213509564U (en) | Non-standard plastering and grooving aluminum template for building | |
| CN203603460U (en) | Structure capable of preventing thick liquid leakage of gap between floor formwork and precast beam component | |
| CN113700153A (en) | Connecting structure of assembled laminated slab and combination beam and construction method thereof | |
| CN115075613A (en) | Fabricated building supporting system and construction method thereof | |
| CN208168087U (en) | A kind of dismountable floor plates system | |
| CN203626236U (en) | Spliced formwork supporting truss with aluminum formwork on top surface | |
| CN211007241U (en) | Steel construction building assembled floor fixed knot constructs |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140521 |