CN218029033U - Formwork structure for inclined roof - Google Patents
Formwork structure for inclined roof Download PDFInfo
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- CN218029033U CN218029033U CN202222404782.8U CN202222404782U CN218029033U CN 218029033 U CN218029033 U CN 218029033U CN 202222404782 U CN202222404782 U CN 202222404782U CN 218029033 U CN218029033 U CN 218029033U
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Abstract
The utility model discloses a formwork structure for oblique roofing, including bottom plate, inner formword, exterior sheathing and supporting component, the inner formword articulates in one side of bottom plate, bottom plate and inner formword form contained angle alpha, contained angle alpha's angularly adjustable, the exterior sheathing is connected in the opposite side of bottom plate and is supported by supporting component, form between inner formword and the exterior sheathing and pour the space. The utility model discloses a formwork structure for sloping roof, through articulating the inner formword angularly adjustable on the bottom plate, make the utility model discloses a formwork structure can satisfy the requirement of sloping roof to the slope under the different designs, has improved the application scope of template, has practiced thrift manpower and materials; the outer formwork effectively limits the flowability of concrete, so that the concrete can only flow in a pouring space, the overflow of the concrete is avoided, and construction materials are saved.
Description
Technical Field
The utility model belongs to the technical field of the construction, a formwork structure for oblique roofing is related to.
Background
The sloping roof is a common structure in buildings, has excellent drainage function and beautiful appearance, and is widely applied to various building designs. When the inclined roof construction process is carried out, different pouring templates need to be erected on different inclined roofs to meet the gradient requirement of the design due to design reasons, time and labor are wasted, and the construction cost is high; simultaneously, because the pitched roof has certain slope, and the length of slope is often longer, and the concrete has mobility, if concrete slump control is not good, the concrete can follow the template and flow downwards always and spill over, lead to the concrete extravagant, it need vibrate the concrete to pour in-process, but vibrate the mobility that can increase the concrete, aggravate the waste of concrete, it is poor to nevertheless not vibrate the pouring quality that can lead to the concrete, influence the closely knit degree of pitched roof concrete structure, finally probably lead to the emergence of the pitched roof condition of leaking.
In order to solve the problems, a new formwork structure is needed, the requirements of the inclined roof on the gradient under different designs can be met, meanwhile, the flowing of concrete can be effectively limited, and the construction quality of the inclined roof is avoided and improved.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at overcoming the problem that exists among the prior art, provide a formwork structure for oblique roofing, articulate the inner formword angularly adjustable in the bottom plate to satisfy under the different designs oblique roof requirement to the slope, set up the exterior sheathing and set up the hole of vibrating on the exterior sheathing, thereby limited the concrete flow and avoided extravagant, also improved the construction quality of oblique roofing.
The utility model discloses a formwork structure for oblique roofing, including bottom plate, inner formword, exterior sheathing and supporting component, the inner formword articulates in one side of bottom plate, bottom plate and inner formword form contained angle alpha, contained angle alpha's angularly adjustable, the exterior sheathing is connected in the opposite side of bottom plate and is supported by supporting component, form between inner formword and the exterior sheathing and pour the space. The outer formwork is arranged to limit the flow of concrete, and the outer formwork and the bottom plate can be connected in a clamping mode, a hinged mode or a welding mode. The angle of the included angle alpha can be adjusted through an adjusting piece or manually; the bottom plate and the inner template form an included angle alpha, namely the included angle between the plane of the bottom plate and the plane of the inner template, and can also be regarded as the included angle between the upper surface of the bottom plate and the inner surface of the inner template.
The supporting rod is arranged on the outer side of the inner template, a sliding groove is arranged on the outer side of the inner template, the sliding groove is vertically arranged, and other arrangement modes can be selected so as to be convenient for adjusting the supporting point of the supporting rod on the inner template; the top of the supporting rod is hinged to the sliding groove in a mode that the supporting rod can be locked to slide in the sliding groove. Because the inner formworks are articulated on the bottom plate at an angle, in order to avoid the collapse accident in the pouring process, the supporting rod is arranged to provide a supporting force for the inner formworks, so that the formwork structure is more stable and firm.
Further, the angle of the included angle alpha is adjusted through the adjusting piece, and the angle adjusting range of the included angle alpha is between 90 degrees and 180 degrees. When the included angle alpha is 90 degrees, the roof formed by pouring is a vertical plane, when the included angle alpha is 180 degrees, the roof formed by pouring is a horizontal plane, the angle adjusting range of the included angle alpha is between 90 degrees and 180 degrees, pouring construction of all inclined roofs can be met, and meanwhile when the included angle alpha is adjusted to 180 degrees, the inner formworks and the bottom plate can be located in the same plane, so that the volume is smaller, and the transportation of the formworks is facilitated.
Furthermore, a plurality of vibrating holes are arranged on the outer template in an array mode. The setting in hole of vibrating is for the convenience of vibrating the concrete when pouring, because construction area is great when the roofing construction that inclines, consequently needs set up a plurality of holes of vibrating simultaneously to guarantee the effect of vibrating.
Further, the supporting component comprises a connecting rod, a supporting piece and a locking piece, the connecting rod is used for connecting the inner template and the outer template, the supporting piece is installed on the connecting rod and used for supporting the inner template and the outer template, and the locking piece is fixed on the connecting rod by locking the inner template and the outer template through matching with the supporting piece.
Furthermore, one end of the connecting rod penetrates through the inner template, and the other end of the connecting rod penetrates through the outer template; the locking parts comprise an inner template locking part and an outer template locking part, the inner template locking part is arranged on the connecting rod and positioned on the outer side of the inner template, and the outer template locking part is arranged on the connecting rod and positioned on the outer side of the outer template; the supporting pieces comprise inner formwork supporting pieces and outer formwork supporting pieces, the inner formwork supporting pieces are mounted on the connecting rods and located on the inner sides of the inner formworks, and the outer formwork supporting pieces are mounted on the connecting rods and located on the inner sides of the outer formworks; the inner template locking part and the inner template supporting part clamp the inner template and limit the inner template on the connecting rod, and the outer template locking part and the outer template supporting part clamp the outer template and limit the outer template on the connecting rod. The distance between the inner formwork and the outer formwork can be controlled through the arrangement of the supporting pieces, and waste caused by overflow of the gap between the connecting assembly and the inner formwork and the gap between the connecting assembly and the outer formwork in the pouring process can be avoided.
Furthermore, the adjusting piece is an adjusting rod with adjustable length, one end of the adjusting rod is hinged to the bottom plate, the other end of the adjusting rod is hinged to the inner template, and the adjusting rod controls the swinging of the inner template by changing the length of the adjusting rod so as to adjust the size of the included angle alpha.
Furthermore, the supporting components are provided with a plurality of groups, and a plurality of supporting components are arranged at intervals. The multiple groups of supporting components are arranged to meet the requirements of developing pouring work of the inclined roof with different areas, the stability and firmness of the whole formwork structure are guaranteed, and the number and the specific arrangement positions of the supporting components need to be adjusted according to the area of the inclined roof, the pouring thickness and other factors.
The utility model has the advantages that:
the utility model discloses a formwork structure for an inclined roof, which can meet the requirements of inclined roofs on the gradient under different designs by hinging an inner template on a bottom plate with adjustable angle, thereby improving the application range of the template and saving manpower and material resources; the arrangement of the outer template effectively limits the fluidity of the concrete, so that the concrete can only flow in the pouring space, the overflow of the concrete is avoided, and the construction materials are saved; the outer template is provided with the vibrating holes, so that concrete in the pouring space can be conveniently vibrated, the compactness of concrete pouring is ensured, and the quality of a finished product of the inclined roof is improved; the existence of the space of pouring between interior template and the exterior sheathing for the construction of oblique roofing can be carried out fast and pour one shot forming, has shortened construction period greatly, has improved the efficiency of construction.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a partial enlarged view of the portion A in FIG. 1
Fig. 3 is a schematic diagram of the distribution of the vibration holes and the supporting components according to the embodiment of the present invention;
fig. 4 is a schematic diagram of a chute position distribution according to an embodiment of the present invention;
Detailed Description
Fig. 1 is a schematic structural view of the present invention; fig. 2 is a partial enlarged view of a part a in fig. 1, and fig. 3 is a schematic view of the position distribution of the vibrating holes and the supporting components of the present invention; fig. 4 is a schematic diagram of a chute position distribution according to an embodiment of the present invention. It should be noted that in the description of the present specification, the terms "upper", "lower", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.
As shown in the figure, the utility model discloses a formwork structure for oblique roofing, including bottom plate 1, inner formword 2, exterior sheathing 4 and supporting component 7, inner formword 2 articulates in one side of bottom plate 1, bottom plate 1 and inner formword 2 form contained angle alpha, contained angle alpha's angularly adjustable. The angle of the included angle alpha can be adjusted through the adjusting piece 3, and can also be manually adjusted; the bottom plate 1 and the inner formwork 2 form an included angle α, i.e. an included angle between a plane where the bottom plate 1 is located and a plane where the inner formwork 2 is located, which can also be regarded as an included angle between the upper surface of the bottom plate 1 and the inner surface of the inner formwork 2. In this embodiment, the outer form 4 is connected to the other side of the bottom plate 1 in a hinged manner and is supported by the support assembly 7, and a casting space is formed between the inner form 2 and the outer form 4. The outer form 4 is provided to restrict the flow of concrete, and may be connected to the bottom plate 1 by clipping, hinging or welding.
In this embodiment, still including the bracing piece 5 that is used for supporting interior template 2, bracing piece 5 sets up in the outside of interior template 2, the outside surface of interior template 2 is vertical to be provided with spout 6, the top of bracing piece 5 articulates in spout 6 with the mode that can be locked and slide in spout 6. Because the inner formworks 2 articulate on bottom plate 1 that becomes angle, in order to avoid pouring the in-process and take place the accident of collapsing, the event sets up bracing piece 5 and provides a holding power for inner formworks 2 for this formwork structure is more stable and firm. In order to ensure the stability of the support, two support rods are arranged in parallel in the present embodiment, and two sliding grooves are correspondingly arranged, as shown in fig. 4.
In this embodiment, the angle of the included angle α is adjusted by the adjusting member 3, and the angle adjustment range of the included angle α is between 90 ° and 180 °. When the included angle alpha is 90 degrees, the poured roof is a vertical plane, when the included angle alpha is 180 degrees, the poured roof is a horizontal plane, the angle adjusting range of the included angle alpha ranges from 90 degrees to 180 degrees, pouring construction of all inclined roofs can be met, and meanwhile when the included angle alpha is adjusted to 180 degrees, the inner formwork 2 and the bottom plate 1 can be located in the same plane, the size is smaller, and transportation of the formworks is facilitated.
In this embodiment, the outer form 4 is provided with 4 vibrating holes 8 in an array as shown in fig. 3. The setting of hole 8 vibrates is for the convenience of vibrating the concrete when pouring, because the construction area is great when the roofing construction to one side, consequently need set up a plurality of holes 8 that vibrate simultaneously to guarantee the effect of vibrating.
In this embodiment, the supporting assembly 7 includes a connecting rod 701, a supporting member and a locking member, the connecting rod 701 is used for connecting the inner formwork 2 and the outer formwork 4, the supporting member is installed on the connecting rod 701 and is used for supporting the inner formwork 2 and the outer formwork 4, and the locking member is used for locking and fixing the inner formwork 2 and the outer formwork 4 on the connecting rod 701 through matching with the supporting member.
In this embodiment, one end of the connecting rod 701 penetrates through the inner formwork 2, and the other end of the connecting rod 701 penetrates through the outer formwork 4; the locking members comprise inner template locking members 703B and outer template locking members 703A, the inner template locking members 703B are arranged on the connecting rods 701 and positioned on the outer sides of the inner templates 2, and the outer template locking members 703A are arranged on the connecting rods 701 and positioned on the outer sides of the outer templates 4; the support members include an inner formwork support member 702B and an outer formwork support member 702A, the inner formwork support member 702B is mounted to the connecting rod 701 and located inside the inner formwork 2, and the outer formwork support member 702A is mounted to the connecting rod 701 and located inside the outer formwork 4; the inner formwork retaining member 703B and the inner formwork support member 702B clamp the inner formwork 2 and limit the inner formwork 2 on the connecting rod 701, and the outer formwork retaining member 703A and the outer formwork support member 702A clamp the outer formwork 4 and limit the outer formwork 4 on the connecting rod 701. The distance between the inner formwork 2 and the outer formwork 4 can be controlled through the arrangement of the supporting pieces, and waste caused by the fact that concrete overflows from gaps between the connecting component and the inner formwork 4 and between the connecting component and the outer formwork 4 in the pouring process can be avoided. The connecting rod 701 in this embodiment is a threaded lead screw, the supporting member selects a jacking nut, the locking member is a nut, and the supporting member and the locking member are sleeved on the connecting rod 701 in a threaded connection manner.
In this embodiment, there are 9 sets of support members 7, and 9 sets of support members 7 are also arranged in an array. The multiple groups of supporting assemblies 7 are arranged to meet the requirements of the development of pouring work of the inclined roof under different areas, the stability and firmness of the whole formwork structure are guaranteed, and the number and the specific setting positions of the supporting assemblies 7 need to be adjusted according to the area of the inclined roof, the pouring thickness and other factors.
In this embodiment, the adjusting member 3 is a length-adjustable adjusting rod, one end of the adjusting rod is hinged to the bottom plate 1, the other end of the adjusting rod is hinged to the inner formwork 2, and the adjusting rod controls the swing of the inner formwork 2 by changing the length of the adjusting rod, so as to adjust the size of the included angle α. Adjusting part 3 is installed on bottom plate 1 and 2 sides of inner formword in this embodiment, so set up to avoid later stage to pour the quality that the influence oblique roofing can't be demolishd to adjusting part 3 after accomplishing, and the length of adjusting rod is adjustable for the common technical means of this technical field, like electric putter, telescopic link etc. all can realize this function, and the skilled person in the art should understand, no longer gives unnecessary details here.
Finally, it is noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solutions of the present invention can be modified or replaced by equivalents without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the scope of the claims of the present invention.
Claims (8)
1. A formwork structure for sloping roof is characterized in that: the inner template is hinged to one side of the bottom plate, an included angle alpha is formed between the bottom plate and the inner template, and the included angle alpha is adjustable; the outer formwork is connected to the other side of the bottom plate and supported by the supporting component, and a pouring space is formed between the inner formwork and the outer formwork.
2. A formwork construction for a sloping roof as claimed in claim 1, wherein: still including the bracing piece that is used for supporting the inner formword, the bracing piece sets up in the outside of inner formword, the outside of inner formword is provided with the spout, the top of bracing piece articulates in the spout with the gliding mode in the spout that can be locked.
3. A formwork construction for a sloping roof as claimed in claim 1, wherein: the angle of the included angle alpha is adjusted through the adjusting piece, and the angle adjusting range of the included angle alpha is between 90 degrees and 180 degrees.
4. A formwork construction for a sloping roof as claimed in claim 1, wherein: and a plurality of vibrating holes are arranged on the outer template in an array manner.
5. A formwork construction for a sloping roof as claimed in claim 1, wherein: the supporting component comprises a connecting rod, a supporting piece and a locking piece, the connecting rod is used for connecting the inner template and the outer template, the supporting piece is installed on the connecting rod and used for supporting the inner template and the outer template, and the locking piece is used for locking and fixing the inner template and the outer template on the connecting rod through matching with the supporting piece.
6. A formwork construction for a sloping roof as claimed in claim 5, wherein: one end of the connecting rod penetrates through the inner template, and the other end of the connecting rod penetrates through the outer template; the locking piece comprises an inner template locking piece and an outer template locking piece, the inner template locking piece is arranged on the connecting rod and positioned on the outer side of the inner template, and the outer template locking piece is arranged on the connecting rod and positioned on the outer side of the outer template; the supporting pieces comprise inner formwork supporting pieces and outer formwork supporting pieces, the inner formwork supporting pieces are mounted on the connecting rods and located on the inner sides of the inner formworks, and the outer formwork supporting pieces are mounted on the connecting rods and located on the inner sides of the outer formworks; the inner template locking part and the inner template supporting part clamp the inner template and limit the inner template on the connecting rod, and the outer template locking part and the outer template supporting part clamp the outer template and limit the outer template on the connecting rod.
7. A formwork construction for a sloping roof as claimed in claim 3, wherein: the adjusting piece is an adjusting rod with adjustable length, one end of the adjusting rod is hinged to the bottom plate, the other end of the adjusting rod is hinged to the inner template, and the adjusting rod controls the inner template to swing by changing the length of the adjusting rod so as to adjust the size of the included angle alpha.
8. A formwork construction for a sloping roof as claimed in claim 6, wherein: the supporting components are provided with a plurality of groups, and a plurality of supporting components are arranged at intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222404782.8U CN218029033U (en) | 2022-09-09 | 2022-09-09 | Formwork structure for inclined roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222404782.8U CN218029033U (en) | 2022-09-09 | 2022-09-09 | Formwork structure for inclined roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218029033U true CN218029033U (en) | 2022-12-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222404782.8U Active CN218029033U (en) | 2022-09-09 | 2022-09-09 | Formwork structure for inclined roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218029033U (en) |
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2022
- 2022-09-09 CN CN202222404782.8U patent/CN218029033U/en active Active
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