CN217079659U - Aluminum alloy template for narrow building construction joint - Google Patents
Aluminum alloy template for narrow building construction joint Download PDFInfo
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- CN217079659U CN217079659U CN202121388018.5U CN202121388018U CN217079659U CN 217079659 U CN217079659 U CN 217079659U CN 202121388018 U CN202121388018 U CN 202121388018U CN 217079659 U CN217079659 U CN 217079659U
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Abstract
The utility model discloses a be used for narrow building construction joint aluminum alloy template relates to aluminum alloy template technical field, has solved narrow construction joint department shear wall template and has set up the problem. The utility model discloses an outside template structure and inboard template structure, outside template structure and inboard template structure pass through the screw rod and are connected, outside template structure includes first girder, first secondary beam, combination nut and aluminium mould, and a plurality of first secondary beams are fixed connection on the aluminium mould, be equipped with a plurality of evenly distributed recesses on the first secondary beam, first girder card establishes in the recess on the first secondary beam and sets up with the first secondary beam is perpendicular; and a combined nut is arranged on the first main beam. The utility model discloses implement respond well, not only reduce the material quantity, practice thrift the time limit for a project, reduce labour's quantity and security performance height, quality good, the concrete shaping impression is better.
Description
Technical Field
The utility model relates to an aluminum alloy template technical field especially indicates an aluminum alloy template that is used for 80mm and above especially the narrow construction joint of 110 mm.
Background
Construction joints in building engineering are widely applied, the common width is 150 mm-250 mm, but the construction of a shear wall template at a narrow building construction joint of 110mm is difficult, and the aluminum alloy template of the shear wall is difficult to install and dismantle due to a narrow space, and the labor is large. And because the expansion joint length is great, consequently consolidate the difficulty, often appear exploding defects such as mould, concrete surface smoothness, straightness deviation that hangs down, and the template often can't be demolishd, leaves the quality hidden danger.
SUMMERY OF THE UTILITY MODEL
To not enough among the above-mentioned background art, the utility model provides an aluminum alloy template for narrow construction joint has solved narrow construction joint department shear force wall template and has set up the problem, and this method implementation is respond well, not only reduces the material quantity, practices thrift the time limit for a project, reduces labour's quantity and security performance height, quality good, and the concrete shaping impression is better.
The technical scheme of the utility model is realized like this: an aluminum alloy template for a narrow building construction joint comprises an outer template structure and an inner template structure, wherein the outer template structure is connected with the inner template structure through a screw rod, the outer template structure comprises a first main beam, a first secondary beam, a combined nut and an aluminum mold, a plurality of first secondary beams are fixedly connected to the aluminum mold, a plurality of uniformly distributed grooves are formed in the first secondary beams, and the first main beam is clamped in the grooves in the first secondary beams and is perpendicular to the first secondary beams; and a combined nut is arranged on the first main beam.
Further, the combined nut comprises a connecting plate and a nut, and the nut is welded on the connecting plate. The connecting plate is a steel plate.
Furthermore, the inner side template structure comprises a plurality of secondary beams and a plurality of second main beams, the secondary beams are welded on the aluminum die, and the second main beams are vertically welded on the outer sides of the secondary beams.
Furthermore, the first main beam and the second main beam are two square steel tubes arranged at intervals, and the combined nut is arranged between the two square steel tubes of the first main beam. Be equipped with the nut on the screw rod, be equipped with the gasket between nut and the second girder, wear to establish and be equipped with the sleeve pipe on the screw rod between the aluminium mould of outside template structure and inboard template structure.
The utility model has the advantages that: the utility model has the advantages that each component is assembled into a whole, the strength and the rigidity are good, the panel is smooth and flat, the wear resistance is good, and the disassembly is easy; the whole hoisting, reinforcing and mounting and dismounting are simple and convenient, the construction efficiency is high, and the construction progress is ensured; the concrete has good implementation effect, reduces the material consumption, saves the construction period, reduces the labor consumption, has high safety performance, good quality and better concrete molding appearance, conforms to the development trend of green construction in the building industry, and has very obvious social benefit.
Drawings
In order to illustrate the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and that other drawings can be obtained by those skilled in the art without inventive work.
FIG. 1 is a construction section view of the present invention;
fig. 2 is a partially enlarged view of a of the present invention;
fig. 3 is a left side view of a of the present invention;
fig. 4 is a right side view of a of the present invention;
FIG. 5 is a front view of the combination nut of FIG. 1;
FIG. 6 is a front view of the inner side form structure of the present invention;
FIG. 7 is a front view of the outer form structure of the present invention;
in the figure: 1-combined nut, 101-connecting plate, 102-nut, 2-first main beam, 3-first secondary beam, 4-construction joint, 5-second secondary beam, 6-second main beam, 7-screw, 8-nut, 9-gasket, 10-sleeve, 11-shear wall and 12-aluminum mould.
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 without any creative effort belong to the protection scope of the present invention.
As shown in fig. 1 to 7, in an embodiment, an aluminum alloy formwork for a narrow building construction joint comprises an outer formwork structure and an inner formwork structure, wherein the outer formwork structure and the inner formwork structure are connected through a screw 7; the outer side template structure comprises an aluminum mold 12, a plurality of first main beams 2, a plurality of first secondary beams 3 and a plurality of combined nuts 1, the plurality of first secondary beams 3 are fixedly connected to the aluminum mold 12 in parallel, each first secondary beam 3 is provided with four grooves, the width of the outer side template structure can be reduced due to the arrangement of the grooves, the outer side template structure is better applied to narrow gaps, the grooves of the first secondary beams 3 are arranged on the same straight line, and the first main beams 2 are clamped in the grooves on the first secondary beams and are arranged perpendicular to the first secondary beams 3; and a combined nut 1 is arranged on the first main beam 2. First girder 2, first time roof beam 3, combination nut 1 and aluminium mould 12 are through welding as a whole, are convenient for lift, consolidate, ann tear open portably, and the efficiency of construction is high, and the construction progress is guaranteed.
As shown in fig. 5, in the present embodiment, the composite nut 1 includes a connecting plate 101 and a nut 102, and the nut 102 is welded to the connecting plate 101. The connecting plate 101 is mainly used for limiting, and the influence of the overlong screw 7 on the shear wall 11 on the other side is avoided. The connecting plate 101 is a steel plate. The steel plate has stable structure, and when the center of the inner diameter circle of the section of the nut 102 is vertical to the center of the steel plate, submerged arc welding is carried out to form the combined nut.
In this embodiment, be equipped with the nut 8 on the screw rod 7, be equipped with gasket 9 between nut 8 and the second girder 6, nut 8 is with interior wall template structure location on screw rod 7, wear to establish and be equipped with sleeve pipe 13 on screw rod 7 between the aluminium mould 12 of outside template structure and inboard template structure, sleeve pipe 13 can be spacing to the distance between outside template structure and the inboard template structure, makes it keep parallel arrangement.
The width of the first secondary beam 3 and the second secondary beam 5 of the aluminum alloy template is 60mm, when the first secondary beam 3 is produced, a manufacturer reserves a groove with the length of 130mm and the width of 50mm, and 2 first main beams 2 with the section size of 50mm multiplied by 50mm square steel pipes and a combined nut 1 with the outer diameter of 30mm are conveniently placed in the groove.
The combined nut 1 is welded with a steel sheet by submerged arc welding by using a nut 102, the nut 102 is a hexagonal nut with the inner diameter of 16mm, the outer diameter of 30mm and the height of 40mm, the steel sheet is 100mm multiplied by 4mm, and when the center of the inner diameter circle of the section of the nut is vertical to the center of the steel sheet, the submerged arc welding is carried out to form the combined nut 1.
The sizes of the components can be adjusted according to actual requirements. The narrowest construction joint to which this embodiment is applicable is 80mm wide.
Concretely, carry out the primary processing with this embodiment in the mill and accomplish the back, the outside template structure that forms, the sleeve 13 rather than the use that cooperatees of inboard template structure and purchase, screw rod 7, gasket 9 and nut 8 transport the construction place, adopt the tower crane to hang the outside template structure to the narrow building construction joint 4 (80 mm reaches above) that needs the construction, set up outside template structure and inboard template structure relatively, screw rod 7 passes inboard template structure in proper order, sleeve 13 and outside template structure, and establish gasket 9 on the outer screw rod 7 of inside template structure cover, it is fixed with nut 8 afterwards. The concrete can be poured after the installation of the embodiment is finished.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a be used for narrow building construction joint aluminum alloy template which characterized in that: the aluminum die comprises an outer side template structure and an inner side template structure, wherein the outer side template structure is connected with the inner side template structure through a screw rod (7), the outer side template structure comprises an aluminum die (12), a plurality of first main beams (2), a plurality of first secondary beams (3) and a plurality of combined nuts (1), the first secondary beams (3) are fixedly connected to the aluminum die (12), a plurality of uniformly distributed grooves are formed in the first secondary beams (3), and the first main beams (2) are clamped in the grooves in the first secondary beams and are perpendicular to the first secondary beams (3); and a combined nut (1) is arranged on the first main beam (2).
2. The aluminum alloy formwork for narrow building construction joints according to claim 1, wherein: the combined nut (1) comprises a connecting plate (101) and a nut (102), and the nut (102) is welded on the connecting plate (101).
3. The aluminum alloy formwork for narrow construction joints according to claim 2, wherein: the connecting plate (101) is a steel plate.
4. The aluminum alloy formwork for narrow construction joints according to claim 2 or 3, wherein: the inner side template structure comprises a plurality of secondary beams (5) and a plurality of primary beams (6), the secondary beams (5) are welded on the aluminum die (12), and the secondary beams (6) are vertically welded on the outer sides of the secondary beams (5).
5. The aluminum alloy formwork for narrow building construction joints according to claim 4, wherein: the first main beam (2) and the second main beam (6) are two square steel tubes arranged at intervals, and the combined nut (1) is arranged between the two square steel tubes of the first main beam (2).
6. The aluminum alloy formwork for narrow building construction joints according to claim 5, wherein: a nut (8) is arranged on the screw rod (7), and a gasket (9) is arranged between the nut (8) and the second main beam (6); and a sleeve (13) is arranged on the screw (7) which is arranged between the aluminum molds (12) of the outer side template structure and the inner side template structure in a penetrating way.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121388018.5U CN217079659U (en) | 2021-06-22 | 2021-06-22 | Aluminum alloy template for narrow building construction joint |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121388018.5U CN217079659U (en) | 2021-06-22 | 2021-06-22 | Aluminum alloy template for narrow building construction joint |
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| CN217079659U true CN217079659U (en) | 2022-07-29 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216610A (en) * | 2021-06-22 | 2021-08-06 | 中国建筑第七工程局有限公司 | Aluminum alloy template for narrow building construction joint |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216610A (en) * | 2021-06-22 | 2021-08-06 | 中国建筑第七工程局有限公司 | Aluminum alloy template for narrow building construction joint |
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