CN214424025U - Handing-over structure of aluminum alloy template and plank sheathing combination node - Google Patents
Handing-over structure of aluminum alloy template and plank sheathing combination node Download PDFInfo
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- CN214424025U CN214424025U CN202022461295.6U CN202022461295U CN214424025U CN 214424025 U CN214424025 U CN 214424025U CN 202022461295 U CN202022461295 U CN 202022461295U CN 214424025 U CN214424025 U CN 214424025U
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- aluminum alloy
- formwork
- template
- wood
- plank sheathing
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 77
- 239000002023 wood Substances 0.000 claims abstract description 43
- 238000009415 formwork Methods 0.000 claims description 52
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 13
- 229910052782 aluminium Inorganic materials 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000008901 benefit Effects 0.000 abstract description 7
- 239000004567 concrete Substances 0.000 abstract description 5
- 238000010030 laminating Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model provides a handing-over structure of aluminum alloy template and plank sheathing combination node, first aluminum alloy template and first plank sheathing including relative perpendicular setting, first plank sheathing is in the side laminating of waiting to pour the roof beam, first aluminum alloy template one end is close to wait to pour the roof beam and with wait to pour and leave first clearance between the roof beam, the width in first clearance equals the thickness of first plank sheathing, first plank sheathing one end is inserted first clearance. The utility model has the advantages that: the method of reserving a gap space as a joint groove in the combination of the aluminum alloy template and the wood template solves the problem of node structure of different connection parts of the aluminum alloy template and the wood template, obviously improves the appearance quality of concrete at the combination part of the templates, also improves the production efficiency, and obtains good economic benefit and social benefit.
Description
Technical Field
The utility model relates to a in the construction technology at the aluminum alloy template and the plank sheathing combination position at wall and roof beam, board and roof beam handing-over position, especially relate to a handing-over structure of aluminum alloy template and plank sheathing combination node.
Background
In recent years, super high-rise buildings are rapidly developed, and most of the buildings are designed into reinforced concrete core tube structures. On the premise of advocating green construction, an aluminum alloy template is adopted at key and difficult parts of quality control of the stairs and the elevator shafts, a wood template is adopted at the other parts, the appearance quality of concrete at the joint of the aluminum alloy template and the wood template is poor, and a construction method for the joint of the aluminum alloy template and the wood template which can be used for reference is not found.
SUMMERY OF THE UTILITY MODEL
In view of this, in order to solve the problem at aluminum alloy template and plank sheathing combination position, the utility model discloses an embodiment provides an aluminum alloy template and plank sheathing combination node's handing-over structure.
An embodiment of the utility model provides a handing-over structure of aluminum alloy template and plank sheathing combination node, including first aluminum alloy template and the first plank sheathing of relative perpendicular setting, first plank sheathing is in the side laminating of waiting to pour the roof beam, first aluminum alloy template one end is close to wait to pour the roof beam and with wait to pour and leave first clearance between the roof beam, the width in first clearance equals the thickness of first plank sheathing, first plank sheathing one end is inserted first clearance.
Further, the first aluminum alloy template is attached to the shear wall.
Furthermore, the beam to be poured is an L-shaped beam, the external corner of the beam to be poured is provided with angle aluminum, two side faces of the external corner of the beam to be poured are provided with second aluminum alloy templates, the two side faces of the angle aluminum are respectively fixed on the two second aluminum alloy templates, a second gap is reserved between one second aluminum alloy template and the adjacent side of the beam to be poured, and a second wood template is arranged in the second gap.
Furthermore, the beam to be poured comprises a cross beam and a longitudinal beam which are vertically connected, and the two external corners of the longitudinal beam are provided with the angle aluminum.
Furthermore, two side faces of the angle aluminum are respectively fixed on the two second aluminum alloy templates through bolts.
Further, the width of the first gap and the width of the second gap are both 15 mm.
Further, steel pipe scaffolds are arranged below the first aluminum alloy formwork, the first wood formwork, the second aluminum alloy formwork and the second wood formwork.
The embodiment of the utility model provides a beneficial effect that technical scheme brought is: the utility model discloses a handing-over structure of aluminum alloy template and plank sheathing combination node, the method of reserving the space in aluminum alloy template and plank sheathing combination as the joint groove solves the node structure of aluminum alloy template and the different handing-over positions of plank sheathing, template combination position concrete appearance quality has apparent improvement, production efficiency has also been improved, good economic benefits and social have been gained, in addition, advance one step for the extended application of aluminum alloy template, adopt aluminum alloy template and fully played the advantage that the concrete quality is good after the construction of aluminum alloy template is finished, guarantee key position quality again; in the aspect of vertical transportation, can solve now because the wrong tower problem, the big arm of tower crane can't cover whole building promptly, adopts the plank sheathing in the position that covers, has adopted the aluminum alloy template in the position that can't cover, and the aluminum alloy template combines with the plank sheathing, and full play aluminum alloy template is light, the advantage of the transportation of being convenient for backward, has solved the puzzlement that vertical transportation problem brought promptly, has also practiced thrift the cost for the project through later stage analysis simultaneously.
Drawings
Fig. 1 is a schematic view of an embodiment 1 of a joint structure of a joint of an aluminum alloy formwork and a wood formwork according to the present invention;
fig. 2 is a schematic view of an embodiment 2 of a joint structure of an aluminum alloy formwork and a wood formwork.
In the figure: 1-first aluminum alloy template, 2-first wood template, 3-beam to be poured, 4-shear wall, 5-first gap, 6-second aluminum alloy template, 7-second wood template, 8-cross beam, 9-longitudinal beam, 10-angle aluminum and 11-second gap.
Detailed Description
Example 1
In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be further described below with reference to the accompanying drawings.
The embodiment of the utility model provides a handing-over structure of aluminum alloy template and plank sheathing combination node is applicable to wall and board, roof beam handing-over position, pours the roof beam in one side of wall or board promptly.
Referring to fig. 1, the aluminum alloy formwork and wood formwork joint structure specifically includes a first aluminum alloy formwork 1 and a first wood formwork 2 which are vertically arranged relatively, the first wood formwork 2 is attached to a side surface of a beam 3 to be cast, the beam to be cast is located on one side of a shear wall 4, and the first aluminum alloy formwork 1 is attached to the side surface of the shear wall 4. One end of the first aluminum alloy template 1 is close to the beam 3 to be poured, a first gap 5 is reserved between the first aluminum alloy template 1 and the beam 3 to be poured, the width of the first gap 5 is equal to the thickness of the first wood template 2, one end of the first wood template 2 is inserted into the first gap 5, and namely one end of the first wood template 2 is in lap joint with the first aluminum alloy template 1.
The width of the first gap 5 should be determined according to the thickness of the first wood formwork 2, and the width of the first gap 5 is typically 15mm, which is the same as the thickness of the common wood plywood. In addition, steel pipe scaffolds are arranged below the first aluminum alloy formwork 1 and the first wood formwork 2, and the overall stability of the cross-connecting structure is guaranteed through the support and fixation of the steel pipe scaffolds on the first aluminum alloy formwork 1 and the first wood formwork 2.
Example 2
The embodiment of the utility model provides a handing-over structure of aluminum alloy template and plank sheathing combination node is still provided, is applicable to roof beam and roof beam handing-over position, uses when pouring the L-shaped roof beam promptly.
Referring to fig. 2, in the joint structure of the aluminum alloy formwork and the wood formwork combination node in the present embodiment, the beam to be poured includes a cross beam 8 and a longitudinal beam 9, which are vertically connected, and the arrangement manner of the first aluminum alloy formwork 1 and the first wood formwork 2 at the vertical corner of the cross beam 8 and the longitudinal beam 9 is completely the same as the arrangement manner of the first aluminum alloy formwork 1 and the first wood formwork 2 in embodiment 1, except that the longitudinal beam 9 is at the external corner.
Specifically, the corner aluminum 10 is arranged at the external corner of the beam to be poured, the corner aluminum 10 is arranged at each of two external corners of the longitudinal beam 9, the second aluminum alloy templates 6 are arranged on two side faces of the external corner of the longitudinal beam 9, the two side faces of the corner aluminum 10 are respectively fixed on the two second aluminum alloy templates 6, and the two side faces of the corner aluminum 10 are respectively attached to the side end faces of the two second aluminum alloy templates 6 and fixedly connected through bolts. And a second gap 11 is reserved between the second aluminum alloy template 6 and the side surface of the longitudinal beam 9 adjacent to the second aluminum alloy template, and a second wood template 7 is arranged in the second gap 11. And one end of the second wood formwork 7 is in lap joint with the second aluminum alloy formwork 6, the side face of the second wood formwork is attached to the second aluminum alloy formwork 6, and the integrity of the joint part during concrete pouring is proved.
The width of the second gap 11 is approximately the same as the thickness of the second plank sheathing 7, so that the second plank sheathing 7 is accommodated in the second gap 11 to just completely occupy the space of the second gap 11, and generally the width of the second gap 11 is also set to 15 mm.
In addition, steel pipe scaffolds are arranged below the second aluminum alloy formwork 6 and the second wood formwork 7, and the second aluminum alloy formwork 6 and the second wood formwork 7 are supported and fixed through the steel pipe scaffolds, so that the overall stability of the cross-connecting structure is guaranteed.
In this document, the terms front, back, upper and lower are used to define the components in the drawings and the positions of the components relative to each other, and are used for clarity and convenience of the technical solution. It is to be understood that the use of the directional terms should not be taken to limit the scope of the claims.
The features of the embodiments and embodiments described herein above may be combined with each other without conflict.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. The utility model provides a handing-over structure of aluminum alloy template and plank sheathing combination node which characterized in that: the first aluminum alloy formwork and the first wood formwork are vertically arranged relatively, the first wood formwork is attached to the side face of a beam to be poured, one end of the first aluminum alloy formwork is close to the beam to be poured, a first gap is reserved between the first aluminum alloy formwork and the beam to be poured, the width of the first gap is equal to the thickness of the first wood formwork, and one end of the first wood formwork is inserted into the first gap.
2. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 1, wherein: the first aluminum alloy template is attached to the shear wall.
3. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 1, wherein: the beam to be poured is an L-shaped beam, corner aluminum is arranged at the external corner of the beam to be poured, second aluminum alloy templates are arranged on two side faces of the external corner of the beam to be poured, the two side faces of the corner aluminum are respectively fixed on the two second aluminum alloy templates, a second gap is reserved between one second aluminum alloy template and the side face of the beam to be poured on the adjacent side of the second aluminum alloy template, and a second wood template is arranged in the second gap.
4. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 3, wherein: the beam to be poured comprises a cross beam and a longitudinal beam which are vertically connected, and the two external corners of the longitudinal beam are provided with the angle aluminum.
5. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 3, wherein: and two side surfaces of the angle aluminum are respectively fixed on the two second aluminum alloy templates through bolts.
6. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 3, wherein: the width of the first gap and the width of the second gap are both 15 mm.
7. An interface structure of a joint of an aluminum alloy formwork and a wood formwork as claimed in claim 3, wherein: and steel pipe scaffolds are arranged below the first aluminum alloy template, the first wood template, the second aluminum alloy template and the second wood template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022461295.6U CN214424025U (en) | 2020-10-29 | 2020-10-29 | Handing-over structure of aluminum alloy template and plank sheathing combination node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022461295.6U CN214424025U (en) | 2020-10-29 | 2020-10-29 | Handing-over structure of aluminum alloy template and plank sheathing combination node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214424025U true CN214424025U (en) | 2021-10-19 |
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ID=78058659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022461295.6U Expired - Fee Related CN214424025U (en) | 2020-10-29 | 2020-10-29 | Handing-over structure of aluminum alloy template and plank sheathing combination node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214424025U (en) |
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2020
- 2020-10-29 CN CN202022461295.6U patent/CN214424025U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211019 |
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| CF01 | Termination of patent right due to non-payment of annual fee |