CN210563347U - Template supporting structure without window under outer eaves overhanging plate - Google Patents
Template supporting structure without window under outer eaves overhanging plate Download PDFInfo
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- CN210563347U CN210563347U CN201920995802.9U CN201920995802U CN210563347U CN 210563347 U CN210563347 U CN 210563347U CN 201920995802 U CN201920995802 U CN 201920995802U CN 210563347 U CN210563347 U CN 210563347U
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Abstract
The utility model discloses a no window's template bearing structure under board is chosen to outer eaves, the template is including the second template that is used for supporting outdoor outer eaves and chooses the board and be used for supporting the indoor roof board of lower floor's first template, including inner support frame and outer support frame, outer support frame is stupefied including the outer main back of the body, inner support frame is stupefied including the inner main back of the body, the stupefied at least two of outer main back of the body, its length direction parallel and butt of choosing the board with outer eaves is in order to support the second template at the lower surface of second template, and every outer main back of the body is stupefied under the equal interval and is equipped with the outer pole setting that a plurality of positions correspond, and every outer pole setting top all is connected with two piece at least upper and lower interval distribution's level outside pole setting between the stupefied outside pole setting that the position corresponds under the stupefied outside main back of the body. This bearing structure has avoided traditional level outer cantilever bar directly to link to each other with outer scaffold, has eliminated the potential safety hazard that brings for outer scaffold.
Description
Technical Field
The utility model belongs to the technical field of building engineering, especially, relate to a template bearing structure of no window under outer eaves cornice.
Background
The outer vertical surface of the modern multi-storey and high-rise building is generally provided with an outer eave corbel plate, and the corbel plate is generally an air-conditioning corbel plate or a decorative corbel plate. In the main structure construction process, the templates of the outer eave corbel plate are supported by the outer support frames, the templates of the indoor roof plate are supported by the inner support frames, and constructors are convenient to draw and often directly connect the horizontal outer corbel belonging to the outer support frames with the vertical rods of the outer scaffolds, so that the load of the outer support frames is wrongly transmitted to the outer scaffolds, and huge hidden danger is brought to the safety and stability of the outer scaffolds.
SUMMERY OF THE UTILITY MODEL
To the not enough of above-mentioned prior art, the utility model aims to solve the technical problem that: how to provide a template bearing structure who does not have the window under outer eaves corbel bar, avoid the outer corbel bar of level to link to each other with outer scaffold frame is direct, eliminate the potential safety hazard that brings for outer scaffold frame.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides a template bearing structure of no window under outer eaves cornice, the template is including the second template that is used for supporting outdoor outer eaves cornice and the first template that is used for supporting indoor roof board of lower floor, its characterized in that: the outer support frame comprises outer main back ridges, the inner support frame comprises the inner main back ridges, at least two outer main back ridges are arranged, the outer main back ridges are parallel to the length direction of the outer eave cantilever plate and abut against the lower surface of a second template to support the second template, a plurality of outer vertical rods corresponding to the positions are arranged under each outer main back ridge at intervals, the top of each outer vertical rod is fixedly connected with the outer main back ridge above the outer vertical rod through jackscrews, and at least two horizontal outer cantilever rods distributed at intervals are connected between the outer vertical rods corresponding to the positions under different outer main back ridges;
the inner main back ridges are provided with at least two inner vertical rods, the two inner vertical rods are parallel to the length direction of the outer eave cantilever plate and abut against the lower surface of the first template to support the first template, a plurality of inner vertical rods corresponding to the positions are arranged under each inner main back ridge at intervals, the top of each inner vertical rod is fixedly connected with the inner main back ridge right above the inner vertical rod through a jackscrew, and at least two horizontal inner cantilever rods distributed at intervals are connected between the inner vertical rods corresponding to the positions under different inner main back ridges;
the one end that lies in the outer ram of the level of below all pre-buried in the outer wall of lower floor's major structure and pre-buried end stretch into lower floor indoor and interior pole setting fixed connection, and the outer ram of the level that lies in the below lies in between lower floor's roof board and the outer eaves cornice of lower floor at the pre-buried position of outer wall.
Thus, a first template for supporting the indoor roof slab of the lower floor and a second template for supporting the outdoor outer eave corbel are respectively supported by an inner support frame and an outer support frame, the outer support frame comprises an outer main back ridge, an outer vertical rod, a horizontal outer cantilever rod and the like, the inner support frame comprises an inner main back ridge, an inner vertical rod, a horizontal inner cantilever rod and the like, when no window exists under the outer eave corbel, a constructor pre-embeds the lowest horizontal outer cantilever rod into the lower outer wall when pouring concrete in the lower main structure, the horizontal outer cantilever rod is used as a lever to connect the outer support frame and the inner support frame in the lower floor, and the lowest horizontal outer cantilever rod is used as a lever to form a reliable lever system to form a stable mechanical system for the installation of the outer support frame, thereby reliably and safely supporting the first template and the second template and avoiding the direct connection of the traditional horizontal outer cantilever rod and the outer scaffold, the potential safety hazard brought to the external scaffold is eliminated.
As optimization, the horizontal outer ram and the outer vertical rod, the horizontal outer ram and the inner vertical rod, and the horizontal inner ram are fixedly connected through right-angle fasteners.
Therefore, the right-angle fastener is a firm connecting piece between steel pipes, and the right-angle fastener can be used for facilitating constructors to set up the outer support frame and the inner support frame on the premise of ensuring safety and reliability.
Preferably, the number of the outer main back ridges is two, and the two outer main back ridges are distributed at intervals at the inner and outer ends of the lower surface of the second template.
The distribution can ensure the stable support of the second template on the premise of saving the outer main back ridge.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
In the specific implementation: referring to fig. 1, the formwork support structure without a window below an outer eave corbel comprises a second formwork 4 for supporting an outdoor outer eave corbel 3 and a first formwork 2 for supporting a lower indoor roof plate 1, and comprises an inner support frame and an outer support frame, wherein the outer support frame comprises an outer main back ridge 6, the inner support frame comprises an inner main back ridge 7, at least two outer main back ridges 6 are arranged and are parallel to the length direction of the outer eave corbel 3 and abut against the lower surface of the second formwork 4 to support the second formwork 4, a plurality of outer vertical rods 8 corresponding to the positions are arranged under each outer main back ridge 6 at intervals, the top of each outer vertical rod 8 is fixedly connected with the outer main back ridge 6 above the outer vertical rod 8 through a top wire 9, and at least two horizontal outer corbels 10 distributed at intervals are connected between the outer vertical rods 8 corresponding to the lower positions of different outer main back ridges 6;
the inner main back ridges 7 are at least two, are parallel to the length direction of the outer eave raising plate 3 and abut against the lower surface of the first template 2 to support the first template 2, a plurality of inner vertical rods 11 corresponding to the positions are arranged under each inner main back ridge 7 at intervals, the top of each inner vertical rod 11 is fixedly connected with the inner main back ridge 7 right above the inner vertical rod 11 through a jackscrew 9, and at least two horizontal inner raising rods 12 distributed at intervals are connected between the inner vertical rods 11 corresponding to the lower positions of different inner main back ridges 7;
one end of the horizontal outer ram 10 positioned at the lowest part is embedded in the outer wall 5 of the lower main structure, the embedded end extends into the lower chamber and is fixedly connected with the inner vertical rod 11, and the horizontal outer ram 10 positioned at the lowest part is positioned between the lower floor slab and the lower outer eave ram at the embedded position of the outer wall 5.
Thus, a first template for supporting the indoor roof slab of the lower floor and a second template for supporting the outdoor outer eave corbel are respectively supported by an inner support frame and an outer support frame, the outer support frame comprises an outer main back ridge, an outer vertical rod, a horizontal outer cantilever rod and the like, the inner support frame comprises an inner main back ridge, an inner vertical rod, a horizontal inner cantilever rod and the like, when no window exists under the outer eave corbel, a constructor pre-embeds the lowest horizontal outer cantilever rod into the lower outer wall when pouring concrete in the lower main structure, the horizontal outer cantilever rod is used as a lever to connect the outer support frame and the inner support frame in the lower floor, and the lowest horizontal outer cantilever rod is used as a lever to form a reliable lever system to form a stable mechanical system for the installation of the outer support frame, thereby reliably and safely supporting the first template and the second template and avoiding the direct connection of the traditional horizontal outer cantilever rod and the outer scaffold, the potential safety hazard brought to the external scaffold is eliminated.
Preferably, the horizontal outer ram 10 and the outer vertical rod 8, the horizontal outer ram 10 and the inner vertical rod 11, and the inner vertical rod 11 and the horizontal inner ram 12 are all fixedly connected through right-angle fasteners 13.
Therefore, the right-angle fastener is a firm connecting piece between steel pipes, and the right-angle fastener can be used for facilitating constructors to set up the outer support frame and the inner support frame on the premise of ensuring safety and reliability.
Preferably, two outer main back ridges 6 are arranged and are distributed at intervals at the inner and outer ends of the lower surface of the second template 4.
The distribution can ensure the stable support of the second template on the premise of saving the outer main back ridge.
Claims (3)
1. The utility model provides a template bearing structure of no window under outer eaves cornice, the template is including the second template that is used for supporting outdoor outer eaves cornice and the first template that is used for supporting indoor roof board of lower floor, its characterized in that: the outer support frame comprises outer main back ridges, the inner support frame comprises the inner main back ridges, at least two outer main back ridges are arranged, the outer main back ridges are parallel to the length direction of the outer eave cantilever plate and abut against the lower surface of a second template to support the second template, a plurality of outer vertical rods corresponding to the positions are arranged under each outer main back ridge at intervals, the top of each outer vertical rod is fixedly connected with the outer main back ridge above the outer vertical rod through jackscrews, and at least two horizontal outer cantilever rods distributed at intervals are connected between the outer vertical rods corresponding to the positions under different outer main back ridges;
the inner main back ridges are provided with at least two inner vertical rods, the two inner vertical rods are parallel to the length direction of the outer eave cantilever plate and abut against the lower surface of the first template to support the first template, a plurality of inner vertical rods corresponding to the positions are arranged under each inner main back ridge at intervals, the top of each inner vertical rod is fixedly connected with the inner main back ridge right above the inner vertical rod through a jackscrew, and at least two horizontal inner cantilever rods distributed at intervals are connected between the inner vertical rods corresponding to the positions under different inner main back ridges;
the one end that lies in the outer ram of the level of below all pre-buried in the outer wall of lower floor's major structure and pre-buried end stretch into lower floor indoor and interior pole setting fixed connection, and the outer ram of the level that lies in the below lies in between lower floor's roof board and the outer eaves cornice of lower floor at the pre-buried position of outer wall.
2. The exterior eaves cornice lower windowless formwork support structure of claim 1, wherein: the horizontal outer ram and the outer vertical rod, the horizontal outer ram and the inner vertical rod, and the horizontal inner ram are fixedly connected through right-angle fasteners.
3. The exterior eaves cornice lower windowless formwork support structure of claim 1, wherein: two outer main back ridges are arranged and are distributed at the inner end and the outer end of the lower surface of the second template at intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920995802.9U CN210563347U (en) | 2019-06-28 | 2019-06-28 | Template supporting structure without window under outer eaves overhanging plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920995802.9U CN210563347U (en) | 2019-06-28 | 2019-06-28 | Template supporting structure without window under outer eaves overhanging plate |
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| Publication Number | Publication Date |
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| CN210563347U true CN210563347U (en) | 2020-05-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920995802.9U Active CN210563347U (en) | 2019-06-28 | 2019-06-28 | Template supporting structure without window under outer eaves overhanging plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412038A (en) * | 2020-11-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Cornice one-step forming construction assembly |
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2019
- 2019-06-28 CN CN201920995802.9U patent/CN210563347U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112412038A (en) * | 2020-11-27 | 2021-02-26 | 中国建筑第四工程局有限公司 | Cornice one-step forming construction assembly |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200720 Address after: No.1 Tengfei Road, Junliang City, Dongli District, Tianjin Patentee after: MCC Construction Engineering Group (Tianjin) Construction Engineering Co., Ltd Address before: No. 1 West Road 400084 Dadukou District of Chongqing Patentee before: CHINA METALLURGICAL CONSTRUCTION ENGINEERING GROUP Co.,Ltd. |
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| TR01 | Transfer of patent right |