CN220285317U - Abnormal shape roof beam template mounting structure - Google Patents
Abnormal shape roof beam template mounting structure Download PDFInfo
- Publication number
- CN220285317U CN220285317U CN202321787975.4U CN202321787975U CN220285317U CN 220285317 U CN220285317 U CN 220285317U CN 202321787975 U CN202321787975 U CN 202321787975U CN 220285317 U CN220285317 U CN 220285317U
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- aluminum alloy
- mould
- mounting structure
- liang
- keel
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- 230000002159 abnormal effect Effects 0.000 title description 3
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 94
- 239000002023 wood Substances 0.000 claims abstract description 38
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 abstract description 12
- 229910052782 aluminium Inorganic materials 0.000 abstract description 12
- 239000012634 fragment Substances 0.000 abstract description 6
- 239000011120 plywood Substances 0.000 description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 10
- 235000017491 Bambusa tulda Nutrition 0.000 description 10
- 241001330002 Bambuseae Species 0.000 description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 10
- 239000011425 bamboo Substances 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a special-shaped beam template mounting structure, which comprises an aluminum alloy floor slab arranged at the bottom of a structural slab, aluminum alloy side plates arranged at two sides of the structural beam, an aluminum alloy beam bottom plate arranged at the bottom of the aluminum alloy side plates, and a switching unit arranged between the aluminum alloy floor slab and the aluminum alloy side plates; the switching unit includes aluminum alloy angle mould, liang Ce wood mould and connection fossil fragments, and connection fossil fragments are installed respectively at Liang Cemu mould both ends, two the connection fossil fragments are connected with corresponding aluminum alloy angle mould and aluminum alloy curb plate respectively, aluminum alloy angle mould is connected with the aluminum alloy floor. The mode of aluminum mould cooperation wood mould is solved current nonstandard roof beam size change through this application, needs to open the mould again, utilizes aluminum mould with high costs problem, simple to operate, size can be according to the nimble change of both sides wood mould, strong adaptability, with low costs.
Description
Technical Field
The utility model relates to the technical field of beam template installation, in particular to a special-shaped beam template installation structure.
Background
At present, the construction of the structural beam of a building is generally to prop up the wooden mold on both sides of the structural beam, then fix the wooden mold through members such as battens, steel pipes, opposite-pull screws and the like, for example, the Chinese patent application number CN201521109492.4 discloses a beam formwork, which comprises a bamboo plywood component, wherein the bamboo plywood component comprises a first bamboo plywood longitudinally arranged, a second bamboo plywood and a third bamboo plywood respectively transversely arranged on the top and the bottom of the first bamboo plywood, the outline of the bamboo plywood component is provided with a batten main keel component, the batten main keel component comprises a first batten main keel longitudinally arranged, a second batten main keel and a third batten main keel respectively transversely arranged on the top and the bottom of the first batten main keel, steel pipe back edges and batten secondary keels are arranged on the outer side walls of the first batten main keel at intervals, all arranged between the second batten main keel and the second bamboo plywood, all arranged between the third batten main keel and the third bamboo plywood, and all arranged between the first batten main keel and the third main keel, all the first batten main keel and the first diagonal-bar main keel are fixed between the first batten main keel and the third main keel. However, the wood templates are used for a relatively small number of times, and have certain consumption in the processing process, so that the resources are damaged greatly, and the safe civilized construction is not easy to control.
In order to solve the problems, at present, an aluminum template is generally adopted for pouring a concrete structure, and the aluminum template is a new generation template system after a plywood template, a combined steel template system, a steel frame wood (bamboo) plywood system, a large template system and an early-dismantling template system. However, due to the fact that the modulus of the aluminum templates is fixed, along with the diversification of building structural forms, the beam heights of some structures are partially different from those of standard layers, the aluminum templates of the standard layers are not applicable to the special-shaped beam, if the aluminum alloy templates are configured for the changed parts independently, the aluminum templates need to be opened again, and construction cost is high. To above-mentioned problem, this application provides a abnormal shape roof beam template mounting structure.
Disclosure of Invention
The utility model provides a special-shaped beam template mounting structure which is suitable for the construction of a non-standard beam high structure in a mode of matching aluminum-wood templates and has low construction cost.
The technical problems to be solved are as follows: along with the diversification of building structural forms, the beam heights of some structures are partially different from those of standard layers, the aluminum templates of the standard layers are not applicable to the special-shaped beam, if the aluminum alloy templates are configured for the changed parts independently, the die needs to be opened again, and the construction cost is high.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model relates to a special-shaped beam template mounting structure, which comprises an aluminum alloy floor slab arranged at the bottom of a structural slab, aluminum alloy side plates arranged at two sides of a structural beam, an aluminum alloy beam bottom plate arranged at the bottom of the aluminum alloy side plates, and a switching unit arranged between the aluminum alloy floor slab and the aluminum alloy side plates;
the switching unit includes aluminum alloy angle mould, liang Ce wood mould and connection fossil fragments, and connection fossil fragments are installed respectively at Liang Cemu mould both ends, two the connection fossil fragments are connected with corresponding aluminum alloy angle mould and aluminum alloy curb plate respectively, aluminum alloy angle mould is connected with the aluminum alloy floor.
The utility model relates to a special-shaped beam template mounting structure, which is characterized in that the aluminum alloy angle mould comprises a right angle piece and connecting plates respectively and fixedly arranged at two ends of the right angle piece, and the aluminum alloy angle mould is respectively connected with a corresponding aluminum alloy floor slab and a connecting keel through the connecting plates.
The utility model relates to a special-shaped beam template mounting structure, which is characterized in that the connecting keels comprise T-shaped keels, the T-shaped keels are connected with connecting plates, a space for mounting a beam side wood model is formed between transverse plates and vertical plates of the T-shaped keels, and the T-shaped keels are connected with a Liang Cemu model.
According to the special-shaped beam template mounting structure, further, the reinforcing rib is fixedly arranged at one end of the T-shaped keel, which is far away from the connecting plate.
The utility model relates to a special-shaped beam template mounting structure, which is characterized in that the aluminum alloy beam bottom plate comprises a bottom plate connected with an aluminum alloy side plate and a rib plate fixedly arranged on the bottom surface of the bottom plate.
According to the special-shaped beam template mounting structure, further, the aluminum alloy floor slab is connected with the aluminum alloy angle mould, the aluminum alloy angle mould is connected with the connecting keels, and the connecting keels are connected with the aluminum alloy side plates through bolts.
The utility model relates to a special-shaped beam template mounting structure, which further comprises a back ridge arranged on the outer side of an aluminum alloy side plate, a split bolt penetrating through the aluminum alloy side plate and a beam side wood die, and a fastening nut arranged on the split bolt.
According to the special-shaped beam template mounting structure, a batten is arranged between the connecting keels, one side of the batten is abutted against the beam side wood die, and the other side of the batten is abutted against the back ridge.
Compared with the prior art, the utility model has the following beneficial effects:
1. the method solves the problem that the existing nonstandard beam is required to be opened again due to the fact that the aluminum die is matched with the wood die, and is high in cost, convenient to install, high in adaptability and low in cost, and the size can be flexibly changed according to the wood dies on two sides;
2. according to the aluminum-wood beam structure, the problem that the aluminum-wood beam structure is different from the standard layer in local parts due to the diversification of the building structural forms is solved, the aluminum-wood beam structure of the standard layer is not applicable to the special-shaped beam, if the aluminum-wood beam structure is independently configured for the changed part, the aluminum-wood beam structure needs to be opened again, the technical problem of high construction cost is solved, and the aluminum-wood beam structure is matched with the Liang Ce wood beam structure and the aluminum-wood beam structure through the aluminum-wood beam structure, so that the phenomenon of water leakage caused by staggered platform is avoided.
The utility model is further described below with reference to the accompanying drawings.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic structural view of an aluminum alloy corner mold according to the present utility model;
fig. 3 is a schematic view of the structure of the connecting joist of the present utility model.
Reference numerals:
1. an aluminum alloy floor slab; 2. an aluminum alloy side plate; 3. an aluminum alloy beam bottom plate; 4. a switching unit; 41. aluminum alloy angle mold; 411. a right angle member; 412. a connecting plate; 42. beam side wood pattern; 43. connecting keels; 431. a T-shaped keel; 432. reinforcing ribs; 5. back edge; 6. a split bolt; 7. a fastening nut; 8. and (5) wood square.
Detailed Description
As shown in fig. 1-3, the special-shaped beam template mounting structure comprises an aluminum alloy floor slab 1 arranged at the bottom of a structural slab, aluminum alloy side plates 2 arranged at two sides of the structural beam, an aluminum alloy beam bottom plate 3 arranged at the bottom of the aluminum alloy side plates 2, and a switching unit 4 arranged between the aluminum alloy floor slab 1 and the aluminum alloy side plates 2, wherein a closed pouring space is formed by enclosing the aluminum alloy floor slab 1, the switching unit 4, the aluminum alloy side plates 2 and the aluminum alloy beam bottom plate 3; wherein the aluminum alloy floor slab 1 and the aluminum alloy side plate 2 are all aluminum templates of the prior standard.
The switching unit 4 comprises aluminum alloy angle molds 41 and Liang Ce, a connecting keel 43 is respectively arranged at two ends of the aluminum alloy angle mold 41 and Liang Ce, the connecting keel 43 is respectively arranged at two ends of the Liang Ce, the two connecting keels 43 are respectively connected with the corresponding aluminum alloy angle mold 41 and the aluminum alloy side plate 2, and the aluminum alloy angle mold 41 is connected with the aluminum alloy floor slab 1.
The mode of aluminum mould cooperation wood mould is solved current nonstandard roof beam size change through this application, needs to open the mould again, utilizes aluminum mould with high costs problem, simple to operate, size can be according to the nimble change of both sides wood mould, strong adaptability, with low costs.
The aluminum alloy angle mould 41 comprises a right angle piece 411 and connecting plates 412 which are respectively outwards formed at two ends of the right angle piece 411, wherein an included angle between each connecting plate 412 and the right angle piece 411 is generally right angle, and the aluminum alloy angle mould 41 is respectively connected with the aluminum alloy floor slab 1 and the connecting keel 43 through the connecting plates 412.
The connection keel 43 comprises a T-shaped keel 431, the T-shaped keel 431 is connected with the connection plate 412, a space for installing the Liang Cemu mould 42 is formed between transverse plates and vertical plates of the T-shaped keel 431, and the T-shaped keel 431 is connected with the Liang Cemu mould 42 through screws. Further, when the length of the beam-side wood pattern 42 is greater than 250mm, a reinforcing rib 432 parallel to the connecting plate 412 is formed at one end of the T-shaped keel 431 away from the connecting plate 412, so as to reinforce the rigidity of the beam-side wood pattern 42 and the deformation resistance of the beam-side wood pattern 42 by being matched with the back ridge 5.
The aluminum alloy beam bottom plate 3 comprises a bottom plate connected with the aluminum alloy side plate 2 through bolts and a ribbed plate fixedly arranged on the bottom surface of the bottom plate.
In the application, the aluminum alloy floor slab 1 and the aluminum alloy angle mould 41, the aluminum alloy angle mould 41 and the connection keel 43, and the connection keel 43 and the aluminum alloy side plate 2 are all connected through bolts.
The inner side surface of the Liang Ce wood die 42 is flush with the aluminum alloy side plate 2, and the outer end surface of the connecting keel 43 is flush with the outer end surface of the aluminum alloy side plate 2.
In addition, the application also comprises back ribs 5 arranged at intervals on the outer side of the aluminum alloy side plate 2, split bolts 6 respectively arranged at the aluminum alloy side plate 2 and the Liang Cemu die 42, and fastening nuts 7 which are arranged on the split bolts 6 and matched with the back ribs 5.
Further, a batten 8 is arranged between the connection keels 43, one side of the batten 8 is propped against the Liang Cemu mould 42, the other side is propped against the back ridge 5, and the batten 8 is matched with the reinforcing rib 432 to ensure that the Liang Cemu mould 42 is not deformed.
According to the aluminum-wood beam forming structure, the problem that the aluminum-wood beam forming structure is high in beam portions and different from the standard layer along with diversification of building structural forms is solved, the aluminum-wood beam forming structure is not applicable to the special-shaped beam portion, if the aluminum-wood beam forming structure is independently configured for the changed portion, the aluminum-wood beam forming structure needs to be opened again, the technical problem of high construction cost is solved, and the aluminum-wood beam forming structure is matched with the Liang Cemu die 42 and the aluminum-wood beam forming structure through the aluminum-wood beam forming structure, so that the phenomenon of water leakage caused by staggered platform is avoided.
The above examples are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solution of the present utility model should fall within the scope of protection defined by the claims of the present utility model without departing from the spirit of the present utility model.
Claims (8)
1. A special-shaped beam template mounting structure which is characterized in that: the aluminum alloy floor slab comprises an aluminum alloy floor slab (1) arranged at the bottom of a structural slab, aluminum alloy side plates (2) arranged at two sides of a structural beam, an aluminum alloy beam bottom plate (3) arranged at the bottom of the aluminum alloy side plates (2), and a switching unit (4) arranged between the aluminum alloy floor slab (1) and the aluminum alloy side plates (2);
the switching unit (4) comprises an aluminum alloy angle mould (41), liang Cemu moulds (42) and connecting keels (43), the connecting keels (43) are respectively arranged at two ends of the Liang Ce wood mould (42), two connecting keels (43) are respectively connected with the corresponding aluminum alloy angle mould (41) and an aluminum alloy side plate (2), and the aluminum alloy angle mould (41) is connected with an aluminum alloy floor slab (1).
2. A profiled beam form mounting structure as claimed in claim 1, wherein: the aluminum alloy angle mould (41) comprises a right angle piece (411) and connecting plates (412) respectively and fixedly arranged at two ends of the right angle piece (411), and the aluminum alloy angle mould (41) is respectively connected with the corresponding aluminum alloy floor slab (1) and the corresponding connecting keel (43) through the connecting plates (412).
3. A profiled beam form mounting structure as claimed in claim 2, wherein: the connection keel (43) comprises a T-shaped keel (431), the T-shaped keel (431) is connected with the connection plate (412), a space for installing a Liang Cemu die (42) is formed between transverse plates and vertical plates of the T-shaped keel (431), and the T-shaped keel (431) is connected with the Liang Cemu die (42).
4. A profiled beam form mounting structure according to claim 3, wherein: one end of the T-shaped keel (431) far away from the connecting plate (412) is fixedly provided with a reinforcing rib (432).
5. A profiled beam form mounting structure as claimed in claim 1, wherein: the aluminum alloy beam bottom plate (3) comprises a bottom plate connected with the aluminum alloy side plate (2) and a rib plate fixedly arranged on the bottom surface of the bottom plate.
6. A profiled beam form mounting structure as claimed in claim 1, wherein: the aluminum alloy floor slab (1) is connected with the aluminum alloy angle mould (41), the aluminum alloy angle mould (41) is connected with the connecting keel (43), and the connecting keel (43) is connected with the aluminum alloy side plate (2) through bolts.
7. A profiled beam form mounting structure according to any one of claims 1 to 6, characterized in that: the aluminum alloy side plate (2) is characterized by further comprising a back rib (5) arranged on the outer side of the aluminum alloy side plate (2), a split bolt (6) penetrating through the aluminum alloy side plate (2) and the Liang Cemu die (42) and a fastening nut (7) arranged on the split bolt (6).
8. A profiled beam form mounting structure as defined in claim 7, wherein: a square timber (8) is arranged between the connecting keels (43), one side of the square timber (8) is propped against the Liang Cemu mould (42), and the other side is propped against the back ridge (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321787975.4U CN220285317U (en) | 2023-07-10 | 2023-07-10 | Abnormal shape roof beam template mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321787975.4U CN220285317U (en) | 2023-07-10 | 2023-07-10 | Abnormal shape roof beam template mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220285317U true CN220285317U (en) | 2024-01-02 |
Family
ID=89328741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321787975.4U Active CN220285317U (en) | 2023-07-10 | 2023-07-10 | Abnormal shape roof beam template mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220285317U (en) |
-
2023
- 2023-07-10 CN CN202321787975.4U patent/CN220285317U/en active Active
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