CN217760012U - Concrete pouring template system of L-shaped constructional column on high-rise building balcony - Google Patents
Concrete pouring template system of L-shaped constructional column on high-rise building balcony Download PDFInfo
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- CN217760012U CN217760012U CN202221081065.XU CN202221081065U CN217760012U CN 217760012 U CN217760012 U CN 217760012U CN 202221081065 U CN202221081065 U CN 202221081065U CN 217760012 U CN217760012 U CN 217760012U
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Abstract
The invention discloses a concrete pouring template system of an L-shaped constructional column on a high-rise building balcony, which solves the problem that the traditional L-shaped concrete pouring constructional column pouring template is easy to distort and deform; the rectangular frame is arranged in the pre-poured L-shaped constructional column, so that the L-shaped constructional column and the rectangular frame form a square upright post or a rectangular upright post, and a template reinforcing system such as split bolts is arranged aiming at the square upright post, thereby overcoming the defects that the template assembly of the L-shaped constructional column is difficult and the reinforcement is easy to distort, and improving the verticality and stability of the formwork.
Description
Technical Field
The invention relates to a cast-in-place concrete pouring template system, in particular to a concrete pouring template system of an L-shaped constructional column on a high-rise building balcony and a reinforcing method thereof.
Background
The L-shaped concrete pouring constructional columns are designed in balconies of high-rise buildings, the cross sectional area of each L-shaped constructional column is small, two free surfaces exist in high altitude, a concrete pouring template for assembling the constructional columns is difficult to assemble, particularly, the template is not easy to reinforce in the vertical direction, the template is easy to distort and deform in the reinforcing process, and the phenomenon of template running is easy to occur when the L-shaped concrete pouring constructional columns pour concrete; how to overcome traditional L type concrete placement constructional column and pour defect in the template reinforcement, become a problem that the scene need be solved.
Disclosure of Invention
A concrete pouring template system of an L-shaped constructional column on a high-rise building balcony solves the technical problem that a traditional L-shaped concrete pouring constructional column pouring template is easy to distort and deform.
The invention solves the technical problems by the following technical scheme:
the general concept of the invention is: the rectangular frame is arranged in the pre-poured L-shaped constructional column, so that the L-shaped constructional column and the rectangular frame form a square upright post or a rectangular upright post, and a template reinforcing system such as split bolts is arranged aiming at the square upright post, thereby overcoming the defects that the template assembly of the L-shaped constructional column is difficult and the reinforcement is easy to distort, and improving the verticality and stability of the formwork.
The utility model provides a concrete placement template system of L type constructional column on high-rise building balcony, including L shape constructional column left side outside face the cavity board, L shape constructional column front outer side faces the cavity board, L shape constructional column left side inboard template and L shape constructional column front inner side template, face the cavity board and be provided with the inboard horizontal support system of template between L shape constructional column left side outside face cavity board and L shape constructional column left side inboard template, face the cavity board and be provided with the inboard vertical support system of template before L shape constructional column front outer side, on the balcony die block of L shape constructional column left side inboard template right side and L shape constructional column front inner side template rear side, be provided with a square post, the rear side facade of a square post, the right side facade of a square post, the left side vertical angle steel that faces between the cavity board and the L shape constructional column front outer side hollow template, constitute a square post, four corners of this square post are provided with left back vertical angle steel respectively, left front vertical angle steel, right side vertical angle steel and right side vertical angle steel are provided with between vertical channel steel and left side vertical channel steel before the left side horizontal channel steel and right side channel steel, it faces between left side vertical angle steel to face between left side vertical channel steel before left side vertical channel steel to face between left side vertical angle steel, it is provided with horizontal angle steel and right angle steel before left side vertical angle steel to face between right side vertical angle steel before left side vertical angle steel to face between right side channel steel before left side vertical angle steel to face behind vertical angle steel, it is provided with right angle steel, it to face between right side vertical angle steel, it is provided with horizontal angle steel before left side vertical angle steel before the right angle steel to face between right side vertical angle steel, it to face behind vertical angle steel, it is provided with horizontal angle steel before left side channel steel to face between vertical angle steel before left side channel steel before the right angle steel to face between right angle steel before left side to face behind vertical angle steel, it is provided with horizontal angle steel, it to face behind vertical angle steel, it to face between vertical angle steel, it to face behind vertical angle steel, it is provided with horizontal angle steel, it to face between vertical angle steel before left side channel steel, it is provided with horizontal angle steel before left side to face between vertical angle steel, it to face behind vertical angle steel, it is provided with horizontal angle steel before left side to face between vertical angle steel before left side channel steel, it to face behind vertical angle steel, it is provided with horizontal angle steel before the right angle steel, it to face behind vertical angle steel before left side channel steel before left side to face behind vertical angle steel before left side to face between vertical angle steel, it.
A cross-shaped inner supporting frame is arranged in the square frame column; the left outer side of the L-shaped constructional column faces the hollow template and the front outer side of the L-shaped constructional column faces the hollow template, and the hollow templates are all mold-protecting integrated plates.
Vertical wood ridges are arranged between the left rear vertical angle steel and the left outer side hollow template of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel and the left outer side hollow template of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel and the front outer side hollow template of the L-shaped constructional column; vertical wood ridges are arranged between the right front vertical angle steel and the front outer side hollow template of the L-shaped constructional column; and a vertical wood ridge is arranged between the right rear vertical angle steel and the square upright post.
A concrete pouring template reinforcing method for an L-shaped constructional column on a high-rise building balcony comprises an L-shaped constructional column left outer side hollow template, an L-shaped constructional column front outer side hollow template, an L-shaped constructional column left inner side template and an L-shaped constructional column front inner side template, wherein a template inner side transverse supporting system is arranged between the L-shaped constructional column left outer side hollow template and the L-shaped constructional column left inner side template, and a template inner side longitudinal supporting system is arranged between the L-shaped constructional column front outer side hollow template and the L-shaped constructional column front inner side template; the method is characterized by comprising the following steps:
firstly, according to the size of a pre-poured L-shaped constructional column, manufacturing a square frame column by using vertical angle steel and transverse channel steel;
secondly, erecting an L-shaped constructional column left outer side empty facing template, an L-shaped constructional column front outer side empty facing template, an L-shaped constructional column left inner side template and an L-shaped constructional column front inner side template, arranging a template inner side transverse supporting system between the L-shaped constructional column left outer side empty facing template and the L-shaped constructional column left inner side template, and arranging a template inner side longitudinal supporting system between the L-shaped constructional column front outer side empty facing template and the L-shaped constructional column front inner side template;
thirdly, placing the square frame column manufactured in the first step on a balcony bottom template at the right side of the left inner side template of the L-shaped constructional column and at the rear side of the front inner side template of the L-shaped constructional column, and forming a square upright column by using a rear side vertical surface of the square frame column, a right side vertical surface of the square frame column, a left outer side empty facing template of the L-shaped constructional column and a front outer side empty facing template of the L-shaped constructional column; the left side vertical surface of the square frame column is connected with the left inner side template of the L-shaped constructional column in a leaning mode, and the front side vertical surface of the square frame is connected with the front inner side template of the L-shaped constructional column in a leaning mode;
fourthly, arranging vertical wood ridges on the outer sides of four corners of the square upright column, and then arranging vertical angle steels, namely left rear vertical angle steel, left front vertical angle steel, right front vertical angle steel and right rear vertical angle steel on the outer sides of the vertical wood ridges at the corners;
fifthly, arranging a left side cavity facing transverse channel steel between the left rear vertical angle steel and the left front vertical angle steel, arranging a front side cavity facing transverse channel steel between the left front vertical angle steel and the right front vertical angle steel, arranging a right side transverse channel steel between the right front vertical angle steel and the right rear vertical angle steel, arranging a rear side transverse channel steel between the left rear vertical angle steel and the right rear vertical angle steel, arranging a front and rear direction opposite-pulling bolt between the front side cavity facing transverse channel steel and the rear side transverse channel steel, and arranging a left and right direction opposite-pulling bolt between the left side cavity facing transverse channel steel and the right side transverse channel steel, so that a concrete pouring template of the L-shaped constructional column is fixed;
sixthly, pouring concrete of the L-shaped constructional column;
and seventhly, after the concrete is solidified, removing the front-back direction split bolts and the left-right direction split bolts, then sequentially removing the transverse channel steel and the vertical angle steel, removing the square frame column, and removing the concrete pouring template of the L-shaped constructional column from the left back.
A cross-shaped inner supporting frame is arranged in the square frame column; the left outer side face hollow template of the L-shaped constructional column and the front outer side face hollow template of the L-shaped constructional column are all mold-protecting integrated plates; vertical wood ridges are arranged on the left outer side of the L-shaped constructional column at equal intervals on the outer side of the hollow template, vertical wood ridges are arranged on the front outer side of the L-shaped constructional column at equal intervals on the outer side of the hollow template, vertical wood ridges are arranged on the rear side vertical surface of the square frame column at equal intervals, and vertical wood ridges are arranged on the right side vertical surface of the square frame column at equal intervals.
The invention improves the verticality and the stability of the L-shaped constructional column template, solves the problems that the free surface has no supporting surface, the assembly difficulty is high, the structure size is not easy to ensure, and the template support wastes time and labor, and can be repeatedly utilized.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic view showing the structure of the balcony according to the present invention.
Detailed Description
The invention is described in detail below with reference to the accompanying drawings:
a concrete pouring template system of an L-shaped constructional column on a high-rise building balcony comprises an L-shaped constructional column left outer side face hollow template 1, an L-shaped constructional column front outer side face hollow template 2, an L-shaped constructional column left inner side template 3 and an L-shaped constructional column front inner side template 4, wherein a template inner side transverse supporting system is arranged between the L-shaped constructional column left outer side face hollow template 1 and the L-shaped constructional column left inner side template 3, a template inner side longitudinal supporting system is arranged between the L-shaped constructional column front outer side face hollow template 2 and the L-shaped constructional column front inner side template 4, square-shaped frame columns 5 are arranged on balcony bottom templates on the right side of the L-shaped constructional column left inner side template 3 and the rear side of the L-shaped constructional column front inner side template 4, a rear side vertical face of the square-shaped frame columns 5, a right side vertical face of the square-shaped frame columns 5, an L-shaped constructional column left outer side face hollow template 1 and an L-shaped constructional column front outer side face hollow template 2, constitute a square stand, four corners at this square stand are provided with left back vertical angle steel 6 respectively, left front vertical angle steel 7, right front vertical angle steel 8 and right back vertical angle steel 9, it faces empty horizontal channel-section steel 10 to be provided with the left side between left back vertical angle steel 6 and left front vertical angle steel 7, it faces empty horizontal channel-section steel 11 to be provided with the front side between left front vertical angle steel 7 and right front vertical angle steel 8, be provided with the horizontal channel-section steel 12 of right side between right front vertical angle steel 8 and right back vertical angle steel 9, be provided with the horizontal channel-section steel 13 of rear side between left back vertical angle steel 6 and right back vertical angle steel 9, it faces empty horizontal channel-section steel 11 and the horizontal channel-section steel 13 of rear side to be provided with fore-and-aft direction split bolt 14 in the front side, it faces left right side direction split bolt 15 to be provided with between empty horizontal channel-section steel 10 and the horizontal channel-section steel 12 of right side to face in the left side.
A cross-shaped inner supporting frame 16 is arranged in the square frame column 5; the left outer side of the L-shaped constructional column faces the hollow template 1 and the front outer side of the L-shaped constructional column faces the hollow template 2, and the left outer side and the front outer side of the L-shaped constructional column face the hollow template and are all mold-protecting integrated plates.
Vertical wood ridges are arranged between the left rear vertical angle steel 6 and the left outer side hollow template 1 of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel 7 and the left outer side hollow facing template 1 of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel 7 and the front outer side hollow template 2 of the L-shaped constructional column; a vertical wood ridge is arranged between the right front vertical angle steel 8 and the front outer side hollow template 2 of the L-shaped constructional column; and a vertical wood ridge is arranged between the right rear vertical angle steel 9 and the square upright post.
A concrete pouring template reinforcing method for an L-shaped constructional column on a high-rise building balcony comprises an L-shaped constructional column left outer side hollow facing template 1, an L-shaped constructional column front outer side hollow facing template 2, an L-shaped constructional column left inner side template 3 and an L-shaped constructional column front inner side template 4, wherein a template inner side transverse supporting system is arranged between the L-shaped constructional column left outer side hollow facing template 1 and the L-shaped constructional column left inner side template 3, and a template inner side longitudinal supporting system is arranged between the L-shaped constructional column front outer side hollow facing template 2 and the L-shaped constructional column front inner side template 4; the method is characterized by comprising the following steps:
firstly, according to the size of a pre-poured L-shaped constructional column, a square frame column 5 is manufactured by using vertical angle steel and transverse channel steel;
secondly, erecting an L-shaped constructional column left outer side empty facing template 1, an L-shaped constructional column front outer side empty facing template 2, an L-shaped constructional column left inner side template 3 and an L-shaped constructional column front inner side template 4, arranging a template inner side transverse supporting system between the L-shaped constructional column left outer side empty facing template 1 and the L-shaped constructional column left inner side template 3, and arranging a template inner side longitudinal supporting system between the L-shaped constructional column front outer side empty facing template 2 and the L-shaped constructional column front inner side template 4;
thirdly, placing the square frame column 5 manufactured in the first step on the balcony bottom template at the right side of the left inner side template 3 of the L-shaped constructional column and at the rear side of the front inner side template 4 of the L-shaped constructional column, and forming a square upright column by using the rear side vertical surface of the square frame column 5, the right side vertical surface of the square frame column 5, the left outer side empty template 1 of the L-shaped constructional column and the front outer side empty template 2 of the L-shaped constructional column;
fourthly, vertical wood ridges are arranged on the outer sides of four corners of the square upright column, and then vertical angle steels, namely a left rear vertical angle steel 6, a left front vertical angle steel 7, a right front vertical angle steel 8 and a right rear vertical angle steel 9 are arranged on the outer sides of the vertical wood ridges at the corners;
fifthly, arranging a left side hollow facing transverse channel steel 10 between the left rear vertical angle steel 6 and the left front vertical angle steel 7, arranging a front side hollow facing transverse channel steel 11 between the left front vertical angle steel 7 and the right front vertical angle steel 8, arranging a right side transverse channel steel 12 between the right front vertical angle steel 8 and the right rear vertical angle steel 9, arranging a rear side transverse channel steel 13 between the left rear vertical angle steel 6 and the right rear vertical angle steel 9, arranging a front and rear direction opposite pull bolt 14 between the front side hollow facing transverse channel steel 11 and the rear side transverse channel steel 13, and arranging a left and right direction opposite pull bolt 15 between the left side hollow facing transverse channel steel 10 and the right side transverse channel steel 12, so as to fix the concrete pouring template of the L-shaped constructional column;
sixthly, pouring concrete of the L-shaped constructional column;
and seventhly, after the concrete is solidified, removing the front-back direction split bolts 14 and the left-right direction split bolts 15, then removing the transverse channel steel and the vertical angle steel in sequence, removing the square frame column 5, and removing the concrete pouring template of the L-shaped constructional column from the left back.
Cross-shaped inner brackets 16 are arranged in the square-shaped frame columns 5, the cross-shaped inner brackets 16 are arranged in the square-shaped frame columns 5 at intervals along the vertical direction so as to ensure the stability of the square-shaped frame columns 5, and the height of the square-shaped frame columns 5 is consistent with that of the L-shaped constructional column template; the left outer side face hollow template 1 of the L-shaped constructional column and the front outer side face hollow template 2 of the L-shaped constructional column are all mould-protecting integrated plates; vertical wood ridges are arranged on the outer side of the empty template 1 on the left outer side of the L-shaped constructional column at equal intervals, vertical wood ridges are arranged on the outer side of the empty template 2 on the front outer side of the L-shaped constructional column at equal intervals, vertical wood ridges are arranged on the rear side vertical surface of the square frame column 5 at equal intervals, and vertical wood ridges are arranged on the right side vertical surface of the square frame column 5 at equal intervals; the transverse channel steel which is oppositely pulled is arranged on the outer side of the vertical wood ridge.
Claims (3)
1. A concrete pouring template system of an L-shaped constructional column on a high-rise building balcony comprises an L-shaped constructional column left outer side hollow facing template (1), an L-shaped constructional column front outer side hollow facing template (2), an L-shaped constructional column left inner side template (3) and an L-shaped constructional column front inner side template (4), a template inner side transverse supporting system is arranged between the L-shaped constructional column left outer side hollow facing template (1) and the L-shaped constructional column left inner side template (3), a template inner side longitudinal supporting system is arranged between the L-shaped constructional column front outer side hollow facing template (2) and the L-shaped constructional column front inner side template (4), the concrete pouring template system is characterized in that a square-shaped frame column (5) is arranged on a balcony bottom template on the right side of the L-shaped constructional column left inner side template (3) and the L-shaped constructional column front inner side template (4) rear side, a square-shaped frame column (5) is arranged on the rear side vertical face of the L-shaped frame column (5), a square-shaped frame column rear side vertical angle steel (5), a square-shaped frame column rear angle steel is arranged between the L-shaped frame column left outer side hollow facing template (1) and the L-shaped constructional column front inner side hollow template (2), a square-shaped vertical angle steel (7) and a vertical angle steel (6) is arranged between the left vertical channel steel (6) and the vertical channel steel (6), the left-right-side cross beam is characterized in that a right-side transverse channel steel (12) is arranged between the right front vertical angle steel (8) and the right rear vertical angle steel (9), a rear-side transverse channel steel (13) is arranged between the left rear vertical angle steel (6) and the right rear vertical angle steel (9), a front-rear-direction counter-pulling bolt (14) is arranged between the front-side adjacent hollow transverse channel steel (11) and the rear-side transverse channel steel (13), and a left-right-direction counter-pulling bolt (15) is arranged between the left-side adjacent hollow transverse channel steel (10) and the right-side transverse channel steel (12).
2. The concrete casting formwork system for the L-shaped constructional columns on the high-rise building balcony as claimed in claim 1, wherein a cross-shaped inner bracket (16) is arranged in the square-shaped frame column (5); the left outer side face hollow template (1) of the L-shaped constructional column and the front outer side face hollow template (2) of the L-shaped constructional column are all mold-protecting integrated plates.
3. The concrete pouring formwork system for the L-shaped constructional column on the balcony of the high-rise building as claimed in claim 1 or 2, characterized in that a vertical wood ridge is arranged between the left rear vertical angle steel (6) and the left outer side hollow facing formwork (1) of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel (7) and the outer left side hollow facing template (1) of the L-shaped constructional column; vertical wood ridges are arranged between the left front vertical angle steel (7) and the front outer side hollow template (2) of the L-shaped constructional column; vertical wood ridges are arranged between the right front vertical angle steel (8) and the front outer side hollow template (2) of the L-shaped constructional column; vertical wood ridges are arranged between the right rear vertical angle steel (9) and the square upright post.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221081065.XU CN217760012U (en) | 2022-05-08 | 2022-05-08 | Concrete pouring template system of L-shaped constructional column on high-rise building balcony |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202221081065.XU CN217760012U (en) | 2022-05-08 | 2022-05-08 | Concrete pouring template system of L-shaped constructional column on high-rise building balcony |
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| CN217760012U true CN217760012U (en) | 2022-11-08 |
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| CN202221081065.XU Active CN217760012U (en) | 2022-05-08 | 2022-05-08 | Concrete pouring template system of L-shaped constructional column on high-rise building balcony |
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- 2022-05-08 CN CN202221081065.XU patent/CN217760012U/en active Active
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