CN213268907U - Combined formwork structure for outer enclosure of concrete inclined plane - Google Patents
Combined formwork structure for outer enclosure of concrete inclined plane Download PDFInfo
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- CN213268907U CN213268907U CN202021250243.8U CN202021250243U CN213268907U CN 213268907 U CN213268907 U CN 213268907U CN 202021250243 U CN202021250243 U CN 202021250243U CN 213268907 U CN213268907 U CN 213268907U
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Abstract
The utility model provides a combination formula formwork structure of enclosing outside concrete skew surface, a serial communication port, be in including oblique surface outer enclosing template, floor and setting a plurality of embedded bars in the floor, embedded bar stretches out the setting and is in the upper surface of floor, the inclined surface periphery protects the template and includes first template and second template, first template sets up the lower surface of floor, the second template sets up in pairs, and in pairs it has the space of pouring that supplies the inclined surface periphery to protect to pour to reserve between the second template, first template and dorsad embedded bar the second template is articulated to be connected, still includes a plurality of connecting pieces, the both ends of connecting piece are connected respectively embedded bar and orientation embedded bar the second template. The utility model discloses do not need to build outer work platform of choosing, the construction is swift and safe.
Description
Technical Field
The utility model belongs to the technical field of the building structure construction, concretely relates to combination formula formwork structure of outer enclosure of concrete bevel.
Background
The outer facade of building is more and more diversified at present, and facade molding style is also diversified, and in order to deal with the manifold facade molding of style, inclined plane outer enclosure structure is also more and more, and the parapet is exactly one of them, when there is inclined plane outer enclosure structure, need provide sufficient formwork space for inclined plane outer enclosure structure through choosing work platform outward, chooses work platform from the lower floor to the upper strata outward and strut the mould.
However, irregular formwork installation behaviors can occur in the construction of the cantilever working platform, the construction safety cannot be guaranteed, the construction efficiency is low, and an inclined surface outer protective formwork structure which can facilitate construction is needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome shortcoming and not enough among the prior art, provide a combination formula formwork structure of enclosing outside concrete bevel, need not build the work platform of choosing outward, the construction is swift and safe.
The utility model provides a technical scheme that its technical problem adopted is:
a combined formwork structure for concrete inclined surface outer enclosure comprises an inclined surface outer enclosure template, a floor slab and a plurality of embedded steel bars arranged in the floor slab, wherein the embedded steel bars extend out of the upper surface of the floor slab;
the inclined plane periphery protecting template comprises a first template and a second template, the first template is arranged on the lower surface of the floor slab, the second templates are arranged in pairs, a pouring space for inclined plane periphery protecting pouring is reserved between the paired second templates, and the first template is hinged with the second template which is back to the embedded steel bars;
the embedded steel bar formwork is characterized by further comprising a plurality of connecting pieces, wherein two ends of each connecting piece are respectively connected with the embedded steel bars and the second formwork facing the embedded steel bars.
Preferably, the first template covers at least part of the lower surface of the floor slab, and the position of the hinged part of the first template and the second template corresponds to the position of the connecting part of the floor slab and the outer periphery of the inclined plane.
Preferably, the embedded steel bar formwork further comprises a plurality of scaffold pipes horizontally arranged on the outer surface of the second formwork from bottom to top, the scaffold pipes are arranged at equal intervals, and two ends of the connecting piece are respectively connected with the embedded steel bars and the scaffold pipes.
Preferably, a first screw connector is arranged between the first template and the floor slab, and a second screw connector is arranged between the second template and the scaffold tube.
Preferably, the plurality of scaffold tubes are arranged in pairs, claw fasteners are arranged on the scaffold tubes in pairs, and two ends of the second screw connector are respectively connected with the corresponding claw fasteners on the outer surface of the second template.
Preferably, the first template and the second template are both aluminum alloy templates.
Preferably, the connecting piece is a stainless steel cable.
Compared with the prior art, the beneficial effects of the utility model are that:
in this scheme, the floor below is provided with first template, and the floor top is provided with a plurality of embedded steel bars, and the second template sets up in pairs and reserves out the space of pouring that supplies inclined plane periphery to protect to pour, will first template with dorsad embedded steel bar the articulated connection of second template to use the stainless steel cable to connect respectively embedded steel bar and orientation embedded steel bar the second template prevents that inclined plane periphery from protecting toppling because of gravity under the slope state, improves the security of formwork structure, and first template, second template all are the aluminum alloy template to the position of both articulated departments with the position of floor, inclined plane periphery protect the junction is corresponding, has solved the stress concentration problem when this junction is pour, has protected the floor edge.
It is understood that within the scope of the present invention, the above-mentioned technical features of the present invention and those specifically described below (e.g. in the examples) can be combined with each other to constitute new or preferred technical solutions. Not to be reiterated herein, but to the extent of space.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without any creative effort.
Fig. 1 is a schematic view of the main viewing direction structure of the present invention.
Fig. 2 is a left-view structural diagram of the present invention.
Fig. 3 is a schematic view of the assembly structure of the scaffold tube and the cleat fastener of the present invention.
Wherein:
1-a floor slab, 11-a first template and 12-embedded steel bars; 2-outer enclosure of the inclined surface, 21-a second template and 22-a scaffold tube; 3-a connector; 4-a second screw; 5-a first screw member; 6-cleat fasteners.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the present invention will be described in detail with reference to the accompanying drawings and detailed description. In addition, the embodiments and features of the embodiments of the present application may be combined with each other without conflict. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, and the described embodiments are merely some embodiments, rather than all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work all belong to the protection scope of the present invention.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in fig. 1 to 3, this embodiment discloses a combination formula formwork structure of concrete inclined plane outer surrounding, including inclined plane outer surrounding template and a plurality of connecting piece 3, before floor 1 pours, improve the embedded steel bar 12 of lateral tension (be an embedded plain steel bar in this embodiment) when pre-buried for inclined plane outer surrounding 2 construction, embedded steel bar 12 stretches out the upper surface of floor 1 to the space that supplies inclined plane outer surrounding 2 to pour is reserved to the good inclined plane outer surrounding steel bar of ligature promptly. The inclined plane peripheral protective formwork comprises a first formwork 11 and a second formwork 21, the first formwork 11 is arranged on the lower surface of the floor slab 1, the second formwork 21 is arranged on two sides of the bound inclined plane peripheral protective steel bars in pairs, and the first formwork 11 is hinged with the second formwork 21 which faces away from the embedded steel bars 12 to adapt to the inclined plane peripheral protective plates 2 with different inclined angles. The two ends of the connecting piece 3 (in this embodiment, a stainless steel cable) are respectively connected with the embedded steel bars 12 and the second template 21 facing the embedded steel bars 12, so as to prevent the inclined outer enclosure 2 from overturning due to gravity.
Further, the first template 11 at least covers part of the lower surface of the floor slab 1, the inclined surface peripheral guard 2 is 80 cm in length, the paired second templates 21 respectively cover the two side surfaces of the inclined surface peripheral guard 2 after pouring, the positions of the hinged positions of the first template 11 and the second template 21 correspond to the positions of the connecting positions of the floor slab 1 and the inclined surface peripheral guard 2, the problem of stress concentration when the connecting positions are poured is solved, and the edge of the floor slab 1 is protected. The first template 11 and the second template 21 are made of high-strength aluminum alloy, so that the strength requirement of the inclined outer enclosure 2 formwork structure is better met, the templates are prevented from being cracked, and the safety of constructors is guaranteed.
Preferably, in this embodiment, the steel bar frame further comprises a plurality of scaffold tubes 22 horizontally arranged on the outer surfaces of two sides of the second formwork 21 from bottom to top, the scaffold tubes 22 are arranged on the outer surface of the second formwork 21 at equal intervals, and two ends of the connecting member 3 are respectively connected with the embedded steel bars 12 and the scaffold tubes 22. Be provided with first spiro union piece 5 between first template 11 and the floor 1, be provided with second spiro union piece 4 between second template 21 and the scaffold pipe 22, a plurality of scaffold pipes 22 set up in pairs, are provided with goat's horn fastener 6 on the paired scaffold pipe 22, and corresponding goat's horn fastener 6 on the second template 21 surface is connected respectively at the both ends of second spiro union piece 4.
Specifically, in this embodiment, the first formwork 11 is fixedly connected to the floor slab 1 through the first screw member 5, and the first screw member 5 is specifically an expansion bolt. The scaffold pipe 22 is formed by two steel pipe combinations to all be provided with goat's horn fastener 6 on every scaffold pipe 22, make scaffold pipe 22's structure more firm, scaffold pipe 22 sets up in the 21 surface both sides of second template with the same interval from up down, and a plurality of scaffold pipes 22 all parallel with floor 1 place plane. The second screw joint piece 4 fixes the scaffold tube 22 on the second template 21, the second screw joint piece 4 is specifically a split bolt, the second screw joint piece 4 is arranged between the scaffold tubes 22 which are symmetrical in front and back, and the end part of the second screw joint piece extends out of the corresponding claw fastener 6. A plurality of embedded steel bars 12 are sequentially arranged in the middle of the floor slab 11 at the same interval. The embedded bars 12 are connected to the corresponding scaffold tubes 22 using the connectors 3. In this embodiment, each embedded steel bar 12 is connected with two cables, and the other ends of the two cables are respectively connected with the scaffold tubes 22 positioned at the top and the middle of the second template 21, so that the gravity overturning moment generated by the inclined outer enclosure 2 due to inclination is effectively solved, the stress of the inclined outer enclosure 2 formwork structure is improved, and the safety of the formwork structure is further improved.
And after the formwork supporting structure is set, performing concrete pouring and curing on the outer enclosure 2 outside the inclined plane.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made by the technical spirit of the present invention to the above embodiments do not depart from the technical solution of the present invention, and still fall within the scope of the technical solution of the present invention.
Claims (7)
1. A combined formwork structure for concrete inclined surface outer enclosure is characterized by comprising an inclined surface outer enclosure formwork, a floor slab and a plurality of embedded steel bars arranged in the floor slab, wherein the embedded steel bars extend out of the upper surface of the floor slab;
the inclined plane periphery protecting template comprises a first template and a second template, the first template is arranged on the lower surface of the floor slab, the second templates are arranged in pairs, a pouring space for inclined plane periphery protecting pouring is reserved between the paired second templates, and the first template is hinged with the second template which is back to the embedded steel bars;
the embedded steel bar formwork is characterized by further comprising a plurality of connecting pieces, wherein two ends of each connecting piece are respectively connected with the embedded steel bars and the second formwork facing the embedded steel bars.
2. The modular formwork structure of claim 1, wherein the first formwork covers at least a portion of the lower surface of the floor, and the hinge of the first formwork and the second formwork corresponds to the joint of the floor and the outer periphery of the inclined plane.
3. The combined formwork structure of the concrete outside inclined surface enclosure of claim 1, further comprising a plurality of scaffold tubes horizontally arranged on the outer surface of the second formwork from bottom to top, wherein the scaffold tubes are arranged at equal intervals, and two ends of the connecting piece are respectively connected with the embedded steel bars and the scaffold tubes.
4. The combined formwork structure of the outer enclosure of the concrete inclined plane is characterized in that a first screw connector is arranged between the first formwork and the floor slab, and a second screw connector is arranged between the second formwork and the scaffold tube.
5. The combined formwork structure of the outer enclosure of the concrete inclined plane as claimed in claim 4, wherein a plurality of the scaffold tubes are arranged in pairs, a cleat fastener is arranged on the paired scaffold tubes, and two ends of the second screw connector are respectively connected with the corresponding cleat fastener on the outer surface of the second formwork.
6. The modular formwork structure for external enclosure of concrete inclined plane according to any one of claims 1 to 5, wherein the first formwork and the second formwork are aluminum alloy formwork.
7. The modular formwork structure for external enclosure of concrete slope according to any one of claims 1 to 5, wherein the connecting member is a stainless steel cable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021250243.8U CN213268907U (en) | 2020-06-30 | 2020-06-30 | Combined formwork structure for outer enclosure of concrete inclined plane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021250243.8U CN213268907U (en) | 2020-06-30 | 2020-06-30 | Combined formwork structure for outer enclosure of concrete inclined plane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213268907U true CN213268907U (en) | 2021-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021250243.8U Active CN213268907U (en) | 2020-06-30 | 2020-06-30 | Combined formwork structure for outer enclosure of concrete inclined plane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213268907U (en) |
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2020
- 2020-06-30 CN CN202021250243.8U patent/CN213268907U/en active Active
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