CN210086816U - High-rise cantilever support wall penetrating column structure - Google Patents
High-rise cantilever support wall penetrating column structure Download PDFInfo
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- CN210086816U CN210086816U CN201920081586.7U CN201920081586U CN210086816U CN 210086816 U CN210086816 U CN 210086816U CN 201920081586 U CN201920081586 U CN 201920081586U CN 210086816 U CN210086816 U CN 210086816U
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Abstract
The utility model discloses a high-rise support wall post structure of encorbelmenting, be equipped with in shear force wall or the structure post and reserve the opening of a cave, it sets up the spacing muscle of upper portion comb type to reserve the opening of a cave top both sides of running through, it sets up the spacing muscle of lower part comb type to reserve the opening of a cave bottom, set up the light mandrel between upper and lower comb type muscle, the light mandrel is reserved after demolising and is run through and set up the prefabricated backing plate of cell type from top to bottom in the opening of a cave, the prefabricated backing plate both ends of cell type are equipped with preformed hole and backing plate and reserve and put the muscle groove, arrange the backing plate in after the comb type muscle is buckled and reserve and put the muscle inslot, set up the fixed outside template of the muscle of buckling in the shear force wall outside when reserving the opening later stage shutoff, the inboard sets up the fixed inboard oblique mouthful template of buckling, can guarantee structural component's.
Description
Technical Field
The utility model relates to a civil engineering field, in particular to high-rise support wall penetrating column structure of encorbelmenting.
Background
The upper part of the high-rise building has an overlong overhanging, so that the template support can not be erected by adopting the traditional construction process, the outer scaffold of the high-rise building can not adopt a floor type scaffold, the outer scaffold can only adopt an overhanging type scaffold according to the geometric shape of the building, and the cantilever structure template support vertical rod of the high-rise building at a higher position has no stress point, which is a great problem.
The template support of encorbelmenting sets up the bottom and generally adopts the I-steel of encorbelmenting, need reserve the entrance to a cave on structural component before the I-steel installation of encorbelmenting, the follow-up installation of encorbelmenting the I-steel of being convenient for, traditional reservation mode is comparatively simple, causes local destruction to reserving concrete around the entrance to a cave easily during follow-up I-steel installation, and follow-up entrance to a cave shutoff construction quality of reserving is difficult to guarantee simultaneously, very easily causes the entrance to a cave concrete intensity not enough, influences the bulk strength.
In view of this, in order to avoid quality defects such as local damage to concrete around the reserved hole easily caused when the i-steel is installed, and to improve the construction efficiency and reduce the later-stage construction processes, the invention provides a simple and effective wall column structure of a high-rise cantilever support, and the construction quality and the construction efficiency of the reserved hole are improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high-rise support of encorbelmenting wears wall post structure to solving the problem of carrying on it, has better technical and economic benefits.
In order to realize above arbitrary utility model purpose, the utility model provides a wall post structure is worn to high-rise support of encorbelmenting sets up on shear force wall or structure post, wherein is equipped with in shear force wall or the structure post and reserves the entrance to a cave of running through, include: the device comprises an upper comb-shaped limiting rib, a lower comb-shaped limiting rib, a groove-shaped prefabricated base plate, a bending rib fixing outer side template and a bending rib fixing inner side lower hinged bevel opening template, wherein the upper comb-shaped limiting rib is arranged on two sides of the top of the reserved through hole, and the lower comb-shaped limiting rib is arranged at the bottom of the reserved through hole; the upper and lower positions in the reserved through hole are respectively provided with the groove-shaped prefabricated base plate, and the lower comb-shaped limiting rib and the upper comb-shaped limiting rib are connected with the groove-shaped prefabricated base plate after being bent;
the outer side of the shear wall or the structural column is provided with the bending rib fixing outer side template, and the upper end part and the lower end part of the bending rib fixing outer side template are bent and fixed by the comb-shaped ribs;
set up in shear force wall or structure post inboard the fixed inboard articulated bevel connection template of muscle of buckling, pre-buried screw rod on the shear force wall, buckle under the fixed inboard articulated bevel connection template of muscle of buckling down the tip with comb shape muscle buckle fixedly, the upper end passes through pre-buried screw rod is fixed on the shear force wall, pre-buried screw rod welds on vertical main muscle, wherein vertical main muscle is located in the shear force wall.
In some embodiments, cell type prefabricated backing plate both ends are equipped with preformed hole and backing plate and reserve and put the muscle groove, the spacing muscle of lower part comb shape and arrange in after the spacing muscle of upper portion comb shape is buckled the backing plate is reserved and is put in the muscle groove.
In some embodiments, the end of the bending rib fixed inner lower hinged bevel template is provided with a bevel template groove frame, and the bending rib fixed inner lower hinged bevel template is provided with an opening and closing type excess material overflow hole.
In some embodiments, a detachable lightweight core mold is arranged between the upper comb-shaped limiting rib and the lower comb-shaped limiting rib.
In some embodiments, the bending rib fixes the inner lower hinged bevel template to move on the bevel template groove frame, and the excess material is discharged through the open-close type excess material overflow hole.
In some embodiments, the reservation of structure post runs through the articulated bevel connection template under the punishment of hole department setting regularization embracing post the fixed outside template of muscle of buckling does articulated bevel connection template one side does under the regularization embracing post is arranged in the floor and is buckled fixedly with the comb shape muscle in the fixed outside template bottom of muscle of buckling, and one side does the fixed inboard articulated bevel connection template under of muscle of buckling, the fixed inboard articulated bevel connection template upper end of muscle of buckling is fixed by staple bolt circle, and the tip is buckled fixedly with the comb shape muscle down for the lower tip, the staple bolt circle is square structure, and one side opening is fixed with the screw rod.
Compared with the prior art, the utility model has the following outstanding advantage and beneficial effect:
(1) the utility model discloses a light mandrel reserves and runs through the entrance to a cave, and comb shape muscle fixed positioning about the light mandrel adopts, and this comb shape muscle also is used for the prefabricated backing plate of cell type fixed simultaneously, can prevent the destruction to structural component when the I-steel is encorbelmented in the installation through placing the cell type backing plate from top to bottom reserving the entrance to a cave.
(2) The construction mode of plugging the bevel opening template hinged to one side of the shear wall or the bevel opening template hinged to one side of the structural column hoop column is adopted, and the reserved hole plugging construction efficiency can be greatly improved by matching with an opening-closing type excess material overflow hole in the bevel opening template.
(3) When the hole is reserved for plugging, concrete is poured into the upper top surface of the hole from the bevel formwork, then the bevel formwork rotates to the vertical position on the bevel formwork groove frame, and redundant concrete materials are discharged from the excess material overflow hole in the rotating process, so that the construction quality and the construction efficiency of plugging are greatly improved.
Drawings
Fig. 1 is a schematic position diagram of a high-rise cantilever support wall penetrating column structure light core mold according to an embodiment of the present invention.
Fig. 2 is a schematic position diagram of a groove-shaped prefabricated base plate according to an embodiment of the present invention.
Fig. 3 is a schematic view of a construction structure of a shear wall reserved hole formwork according to the present invention.
Fig. 4 is a schematic view of a construction structure of a structural column reserved hole formwork according to the utility model discloses an embodiment.
Wherein: 36-shear wall, 37-structural column, 38-vertical main rib, 39-reserved through hole, 40-light core mold, 41-lower comb-shaped limiting rib, 42-upper comb-shaped limiting rib, 43-groove-shaped prefabricated base plate, 44-base plate bending fixing rib, 45-base plate reserved rib groove, 46-bending rib fixing outer side template, 47-bending rib fixing inner side lower hinged bevel opening template, 48-shaped embracing column lower hinged bevel opening template, 49-opening and closing type excess material overflow hole, 50-bevel opening template groove frame and 70-hoop ring
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art all belong to the protection scope of the present invention.
It will be understood by those skilled in the art that in the present disclosure, the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in a generic and descriptive sense only and not for purposes of limitation, as the terms are used in the description to indicate that the referenced device or element must have the specified orientation, be constructed and operated in the specified orientation, and not for the purposes of limitation.
It is understood that the terms "a" and "an" should be interpreted as meaning that a number of one element or element is one in one embodiment, while a number of other elements is one in another embodiment, and the terms "a" and "an" should not be interpreted as limiting the number.
As shown in fig. 1, the wall column structure of the high-rise cantilever support comprises a shear wall 36, a structural column 37, a vertical main rib 38, a reserved through hole 39, a light core mold 40, a lower comb-shaped limiting rib 41, an upper comb-shaped limiting rib 42, a groove-shaped prefabricated cushion plate 43, a bending rib fixing outer side template 46, a bending rib fixing inner side lower hinged bevel opening template 47, a shaped embracing column lower hinged bevel opening template 48, an opening and closing type excess material overflow hole 49, a bevel opening template groove frame 50 and the like.
The high-rise cantilever support wall penetrating column structure is arranged on a shear wall 36 or a structural column 37, a reserved penetrating hole 39 is formed in the shear wall 36 or the structural column 37, the high-rise cantilever support wall penetrating column structure comprises an upper comb-shaped limiting rib 42, a lower comb-shaped limiting rib 41, a groove-shaped prefabricated base plate 43, a bending rib fixing outer side template 46 and a bending rib fixing inner side lower hinged bevel opening template 47.
The spacing muscle 42 of upper portion comb shape sets up and runs through 39 top both sides of entrance to a cave in the reservation, and the spacing muscle 41 of lower part comb shape sets up detachable light mandrel 40 in reserving the bottom of running through entrance to a cave in the reservation, and set up between the spacing muscle 42 of upper portion comb shape and the spacing muscle 41 of lower part comb shape, and on the spacing muscle 41 of lower part comb shape and the spacing muscle 42 of upper portion comb shape was fixed in vertical main muscle 38 through the splice bar, wherein vertical main muscle 38 was located in shear force wall 36.
As shown in fig. 2, after the lightweight core mold 40 is removed, groove-shaped prefabricated base plates 43 are respectively arranged at upper and lower positions in the reserved through hole 39, and the lower comb-shaped limiting rib 41 and the upper comb-shaped limiting rib 42 are connected with the groove-shaped prefabricated base plates 43 after being bent.
Groove type prefabricated backing plate 43 both ends are equipped with preformed hole and backing plate reservation and put muscle groove 45, and vertical main muscle 38 passes the preformed hole, and the backing plate reservation is put in the spacing muscle of lower part comb form 41 and the spacing muscle 42 of upper portion comb form is arranged in after buckling in the muscle groove 45, can prevent the destruction to structural component when the installation is encorbelmented the I-steel.
As shown in fig. 3, when the reserved through hole 39 is plugged later, the bending rib fixing outer side template 46 is arranged on the outer side of the shear wall 36, and the upper end portion and the lower end portion of the bending rib fixing outer side template 46 are bent and fixed by the comb-shaped ribs; an inner side lower hinged bevel template 47 is arranged on the inner side of the shear wall 36, a screw rod 69 is embedded in the shear wall 36, the lower end portion of the inner side lower hinged bevel template 47 is fixed by bending a comb-shaped rib, the upper end portion of the inner side lower hinged bevel template 47 is fixed on the shear wall 36 through the embedded screw rod 69, and the embedded screw rod 69 is welded on the vertical main rib 38.
The end part of the bending rib fixed inner side lower hinged bevel opening template 47 is provided with a bevel opening template groove frame 50, and the bending rib fixed inner side lower hinged bevel opening template 47 is provided with an open-close type excess material overflow hole 49.
The fixed outside template 46 of muscle of buckling, the fixed inboard articulated bevel connection template 47 of muscle of buckling are fixed by the comb shape muscle after buckling, and during concrete placement, the fixed inboard articulated bevel connection template 47 of muscle of buckling up moves on bevel connection template cell-frame 50, discharges the clout through opening and closing clout spill hole 49, accomplishes to reserve the pouring that runs through entrance to a cave 39, can improve greatly and reserve entrance to a cave shutoff efficiency of construction.
As shown in fig. 4, if it is necessary to set a reserved through hole 39 on the structural column 37, a shaped embracing column lower hinged bevel template 48 is provided on the structural column, the upper portion of the shaped embracing column lower hinged bevel template 48 is bent and fixed by an upper comb-shaped limiting rib 42, one side of the shaped embracing column lower hinged bevel template 48 is the bent rib fixing outer side template 46, the bottom of the bent rib fixing outer side template 46 is arranged on the floor slab 18 and bent and fixed by a comb-shaped rib, one side of the bent rib fixing inner side lower hinged bevel template 47 is the bent rib fixing inner side lower hinged bevel template 47, the upper end portion of the bent rib fixing inner side lower hinged bevel template 47 is fixed by a hoop ring 70, the lower end portion of the bent rib is bent and fixed by a comb-shaped rib, the hoop ring 70 has a square structure.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (6)
1. High-rise support wall post structure of encorbelmenting sets up on shear force wall (36) or structure post (37), wherein is equipped with in shear force wall (36) or structure post (37) and reserves and runs through entrance to a cave (39), its characterized in that includes:
an upper comb-shaped limiting rib (42), a lower comb-shaped limiting rib (41), a groove-shaped prefabricated base plate (43), a bending rib fixing outer side template (46) and a bending rib fixing inner side lower hinged bevel opening template (47),
the upper comb-shaped limiting ribs (42) are arranged on two sides of the top of the reserved penetrating hole (39), and the lower comb-shaped limiting ribs (41) are arranged at the bottom of the reserved penetrating hole (39);
the groove-shaped prefabricated base plates (43) are respectively arranged at the upper and lower positions in the reserved through hole (39), and the lower comb-shaped limiting ribs (41) and the upper comb-shaped limiting ribs (42) are connected with the groove-shaped prefabricated base plates (43) after being bent;
the outer side of the shear wall (36) is provided with the bending rib fixing outer side template (46), and the upper end part and the lower end part of the bending rib fixing outer side template (46) are bent and fixed by the comb-shaped ribs;
set up in shear force wall (36) inboard articulated bevel connection template (47) under the inboard, pre-buried screw rod (69) are gone up in shear force wall (36), it is fixed with the comb shape muscle bending to buckle under the fixed inboard articulated bevel connection template (47) of muscle, and the upper end passes through pre-buried screw rod (69) are fixed on shear force wall (36), pre-buried screw rod (69) weld on vertical main muscle (38), wherein vertical main muscle (38) are located in shear force wall (36).
2. The high-rise cantilever support wall-penetrating column structure according to claim 1, wherein the groove-shaped prefabricated base plate (43) is provided with reserved holes and reserved base plate rib-placing grooves (45) at two ends, and the lower comb-shaped limiting ribs (41) and the upper comb-shaped limiting ribs (42) are bent and then arranged in the reserved base plate rib-placing grooves (45).
3. The high-rise cantilever support wall-through column structure as claimed in claim 1, wherein the bent rib is provided with a bevel formwork groove frame (50) at the end of the fixed inner lower hinged bevel formwork (47), and the bent rib is provided with an open-close type excess material overflow hole (49) on the fixed inner lower hinged bevel formwork (47).
4. The high-rise cantilever support wall-penetrating column structure as claimed in any one of claims 1 to 3, wherein a detachable light core mold (40) is arranged between the upper comb-shaped limiting rib (42) and the lower comb-shaped limiting rib (41).
5. The high-rise cantilever support wall-penetrating column structure according to claim 3, wherein the bent ribs fix the inner lower hinged bevel formwork (47) to move in the bevel formwork trough frame (50), and the excess material is discharged through the open-close type excess material overflow hole (49).
6. The high-rise cantilever support wall-penetrating column structure as claimed in any one of claims 1 to 3, wherein a shaped embracing column lower hinged bevel formwork (48) is arranged at the reserved through hole (39) of the structural column (37), the bent rib fixing outer formwork (46) is arranged on one side of the shaped embracing column lower hinged bevel formwork (48), and the bottom of the bent rib fixing outer formwork (46) is arranged on a floor slab (18) and is bent and fixed by a comb-shaped rib; the opposite side does buckle the fixed inboard articulated bevel connection template (47) down of muscle, buckle the fixed inboard articulated bevel connection template (47) upper end portion down of muscle and fixed by the staple bolt circle, lower tip is buckled fixedly with the comb shape muscle, wherein the staple bolt circle is square structure, and one side opening is fixed with the screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920081586.7U CN210086816U (en) | 2019-01-17 | 2019-01-17 | High-rise cantilever support wall penetrating column structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920081586.7U CN210086816U (en) | 2019-01-17 | 2019-01-17 | High-rise cantilever support wall penetrating column structure |
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| Publication Number | Publication Date |
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| CN210086816U true CN210086816U (en) | 2020-02-18 |
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| CN201920081586.7U Active CN210086816U (en) | 2019-01-17 | 2019-01-17 | High-rise cantilever support wall penetrating column structure |
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