CN216840143U - Steel bar truss floor bearing plate with detachable aluminum bottom mold - Google Patents
Steel bar truss floor bearing plate with detachable aluminum bottom mold Download PDFInfo
- Publication number
- CN216840143U CN216840143U CN202220218438.7U CN202220218438U CN216840143U CN 216840143 U CN216840143 U CN 216840143U CN 202220218438 U CN202220218438 U CN 202220218438U CN 216840143 U CN216840143 U CN 216840143U
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- Prior art keywords
- steel bar
- aluminum
- plate
- steel bars
- detachable
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 62
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 62
- 238000009434 installation Methods 0.000 claims abstract description 18
- 238000010079 rubber tapping Methods 0.000 claims abstract description 18
- 230000007246 mechanism Effects 0.000 claims abstract description 16
- 238000009415 formwork Methods 0.000 claims description 9
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 239000004411 aluminium Substances 0.000 abstract description 6
- 239000004566 building material Substances 0.000 abstract description 2
- 238000005034 decoration Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 13
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000004904 shortening Methods 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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Abstract
The utility model discloses a detachable steel bar truss floor bearing plate of an aluminum bottom die, which relates to the technical field of building materials, and aims at the problems that the prior profiled steel sheet bottom die can not be detached after the floor slab is poured, or the floor slab bottom is uneven after detachment, which causes great trouble for later indoor roof decoration, the following proposal is provided, which comprises an aluminum template, the top end of the aluminum template is provided with a part steel bar, an installation mechanism is arranged between the part steel bar and the aluminum template, the installation mechanism is used for linking the part steel bar and the aluminum template, and the installation mechanism and the part steel bar can be detached; the mounting mechanism comprises a fixing block, a connecting plate, a mounting groove, a gasket, a buckling plate, a bolt and a self-tapping screw, wherein the fixing block is located at the top end of the aluminum template. The utility model discloses aluminium die block detachable steel bar truss building carrier plate can dismantle the use, and the use of aluminium template makes the floor after the dismantlement level and smooth, can not cause very big puzzlement, facilitate the use for the interior roof fitment.
Description
Technical Field
The utility model relates to a building material technical field especially relates to an aluminium end mould detachable steel bar truss building carrier plate.
Background
In recent years, the economic development of China is rapid, the urbanization development process is accelerated, more and more people are introduced into cities for improving the quality of life, urban real estate development and construction, rural urban transformation projects and the like all have great demands on houses, in order to comply with the development of the urbanization process, the demands of common people on houses are met, the building process for shortening the construction period and saving the construction cost is urgently needed, the construction method of the traditional cast-in-place plate structure is very mature after years of development of the construction process, and the essential innovation is needed to be carried out on the traditional construction technology when the construction period is shortened and the construction cost is saved; in recent years, the state has vigorously developed steel structures and assembly type buildings, the building engineering standard, quality and efficiency are improved while green buildings are realized, and the industrialization of the building industry is realized.
At present, a profiled steel plate is used as a bottom die, the profiled steel plate bottom die cannot be detached after the floor slab is poured, or the bottom of the floor slab is not flat after the floor slab is detached, so that great trouble is caused for later indoor top plate decoration, and therefore, in order to solve the problems, the steel bar truss floor support plate with the detachable aluminum bottom die is provided.
SUMMERY OF THE UTILITY MODEL
The utility model provides a pair of aluminium die block detachable steel bar truss building carrier plate has solved the profiled sheet die block and can not dismantle after the floor is pour, or dismantles back bottom of the floor unevenness, causes the problem of very big puzzlement for later stage roof fitment.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a steel bar truss floor bearing plate with a detachable aluminum bottom die comprises an aluminum die plate, wherein a part steel bar is arranged at the top end of the aluminum die plate, an installation mechanism is arranged between the part steel bar and the aluminum die plate and used for connecting the part steel bar and the aluminum die plate, and the installation mechanism and the part steel bar can be detached;
installation mechanism includes fixed block, linkage plate, mounting groove, gasket, buckle board, bolt and self-tapping screw, the fixed block is located the top of aluminum mould board, the linkage plate is located the top of fixed block.
Preferably, the mounting grooves are formed at the top ends of the engagement plates, the bottom ends of the mounting grooves extend to the outside through the engagement plates, the spacers are formed at the top ends of the engagement plates, and the spacers are fitted to the engagement plates.
Preferably, the bolt is arranged at the top end of the gasket, and the bottom end of the bolt penetrates through the gasket and the connecting plate to be connected with the fixing block.
Preferably, the self-tapping screw is located the top of bolt, the bottom of self-tapping screw passes bolt and fixed block and extends to the inside of aluminum mould board, the buckle fishplate bar is connected with the tip of linking up the fishplate bar, just the buckle fishplate bar is the symmetry setting with the axis of linking up the fishplate bar.
Preferably, the part reinforcing steel bars comprise lower chord reinforcing steel bars, web reinforcing steel bars and upper chord reinforcing steel bars, the lower chord reinforcing steel bars are matched with the buckling plate, the upper chord reinforcing steel bars are located at the top ends of the lower chord reinforcing steel bars, the web reinforcing steel bars are located between the upper chord reinforcing steel bars and the lower chord reinforcing steel bars, and the web reinforcing steel bars are uniformly arranged along the length direction of the lower chord reinforcing steel bars.
Preferably, the side wall of the aluminum template is provided with pin holes, one ends of the pin holes penetrate through the aluminum template and extend to the outside, and the pin holes are uniformly arranged along the length direction of the aluminum template.
The utility model has the advantages that:
1. can carry out buckle formula with the last chord reinforcing bar of lower chord reinforcing bar, web reinforcing bar in the article reinforcing bar through the buckle board and connect, install article reinforcing bar in the aluminum mould board through bolt and self-tapping screw afterwards, then splice between the aluminum mould board, pour after the equipment finishes, take out bolt and self-tapping screw from the aluminum mould board afterwards to make the device can dismantle.
2. The use through the aluminium template makes the floor after the dismantlement level, can not cause very big puzzlement for the interior roof fitment.
To sum up, the device can dismantle the use, and the use of aluminium template makes the floor after the dismantlement level, can not cause very big puzzlement, facilitates the use for the interior roof fitment.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic view of the split structure of the present invention.
Fig. 3 is a front view of the present invention.
The reference numbers in the figures: 1. an aluminum template; 2. component steel bars; 201. a lower chord steel bar; 202. web reinforcements; 203. upper chord steel bars; 3. an installation mechanism; 301. a fixed block; 302. a connector tile; 303. mounting grooves; 304. a gasket; 305. buckling plates; 306. a bolt; 307. self-tapping screw; 4. a pin hole.
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.
Referring to fig. 1-3, the steel bar truss floor bearing plate with a detachable aluminum bottom die comprises an aluminum die plate 1, wherein a part steel bar 2 is arranged at the top end of the aluminum die plate 1, an installation mechanism 3 is arranged between the part steel bar 2 and the aluminum die plate 1, the installation mechanism 3 is used for connecting the part steel bar 2 and the aluminum die plate 1, and the installation mechanism 3 and the part steel bar 2 can be detached;
the mounting mechanism 3 comprises a fixing block 301, a connecting plate 302, a mounting groove 303, a gasket 304, a buckling plate 305, a bolt 306 and a self-tapping screw 307, wherein the fixing block 301 is positioned at the top end of the aluminum formwork 1, and the connecting plate 302 is positioned at the top end of the fixing block 301.
As shown in fig. 1 and 2, the installation groove 303 is located at the top end of the connection plate 302, the bottom end of the installation groove 303 extends to the outside through the connection plate 302, the gasket 304 is located at the top end of the connection plate 302, the gasket 304 is matched with the connection plate 302, the bolt 306 is located at the top end of the gasket 304, the bottom end of the bolt 306 is connected with the fixed block 301 through the gasket 304 and the connection plate 302, the self-tapping screw 307 is located at the top end of the bolt 306, the bottom end of the self-tapping screw 307 extends to the inside of the aluminum shuttering 1 through the bolt 306 and the fixed block 301, the fastening plate 305 is connected with the end of the connection plate 302, and the fastening plate 305 is symmetrically arranged on the central axis of the connection plate 302, by combining the steel bar truss, the galvanized connector and the aluminum shuttering 1, the formwork system of the cast-in-place structure can be omitted, and the on-site binding amount of the steel bars of the floor can be reduced by about 50%, detachable steel bar truss building carrier plate construction technology, the factory prefabrication, on-the-spot integral type is high-efficient to be assembled, not only practice thrift a large amount of scaffolds, interim measure material costs such as plank sheathing also reduce the cost of labor, but detachable steel bar truss building carrier plate construction technology multilayer three-dimensional construction, construction efficiency is improved, practice thrift construction period, the equipment lease cost has been reduced, and because the shortening of construction period, the fund cost of occuping has been reduced, and considerable profit in advance has been increased.
As shown in fig. 2 and 3, the component steel bars 2 include a lower chord steel bar 201, a web steel bar 202 and an upper chord steel bar 203, the lower chord steel bar 201 is matched with a buckling plate 305, the upper chord steel bar 203 is located at the top end of the lower chord steel bar 201, the web steel bar 202 is located between the upper chord steel bar 203 and the lower chord steel bar 201, the web steel bar 202 is uniformly arranged along the length direction of the lower chord steel bar 201, the side wall of the aluminum formwork 1 is provided with pin holes 4, one end of each pin hole 4 penetrates through the aluminum formwork 1 to extend to the outside, the pin holes 4 are uniformly arranged along the length direction of the aluminum formwork 1, and the lower chord steel bar 201 and the upper chord steel bar 203 adopt three-stage hot rolled coiled ribbed steel bars. The web reinforcing steel bars 202 are cold-rolled disc-polished round steel bars, which are mainly used for transferring vertical force and ensuring the stability of the frame body, the aluminum template 1 adopts the 4.0mm aluminum template 1 as a bottom die, the strength is high, the flatness is good, the specifications of the aluminum template are 200 × 400mm, 400 × 400mm and 1200 × 400mm, and the aluminum template can be more flexibly used for floors with different specifications.
The working principle is as follows: when the device is used, the lower chord steel bar 201 is placed at the fastening plate 305, then the lower chord steel bar 201 can be adjusted and moved at the fastening plate 305, and the two sides of the fastening plate 305 are synchronously buckled, so that the position of the lower chord steel bar 201 can be adjusted according to the situation on site, then the bolt 306 is sleeved in the gasket 304, then the gasket 304 is clamped at the top end of the connecting plate 302, at the moment, the bolt 306 is rotated and connected with the fixing block 301 through the bolt 306, so that the bolt 306 fixes the part steel bar 2 on the aluminum formwork 1, then the self-tapping screw 307 penetrates through the bolt 306 to extend into the aluminum formwork 1, so that the part steel bar 2 is secondarily fixed through the self-tapping screw 307, the problem of shaking displacement of the device during use can be effectively prevented, the self-tapping screw 307 belongs to a self-tapping screw, the tail part of which is a tip, and the middle part of which is threaded, a threaded fastener connected with the matched self-tapping screw 307 can be self-tapped, the aluminum templates 1 are fixed in the pin holes 4 through pins and pin pieces for connection, and the integrity and the rigidity of the templates are improved.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. A steel bar truss floor bearing plate with a detachable aluminum bottom die comprises an aluminum die plate (1), and is characterized in that a part steel bar (2) is arranged at the top end of the aluminum die plate (1), an installation mechanism (3) is arranged between the part steel bar (2) and the aluminum die plate (1), the installation mechanism (3) is used for connecting the part steel bar (2) and the aluminum die plate (1), and the installation mechanism (3) and the part steel bar (2) can be detached;
installation mechanism (3) are including fixed block (301), joint board (302), mounting groove (303), gasket (304), buckle plate (305), bolt (306) and self-tapping screw (307), fixed block (301) are located the top of aluminum mould board (1), joint board (302) are located the top of fixed block (301).
2. The steel bar truss floor deck with a detachable aluminum bottom form as claimed in claim 1, wherein the installation groove (303) is formed at a top end of the connection plate (302), a bottom end of the installation groove (303) extends to the outside through the connection plate (302), the spacer (304) is formed at a top end of the connection plate (302), and the spacer (304) is matched with the connection plate (302).
3. The steel bar truss floor deck with a detachable aluminum bottom mold is characterized in that bolts (306) are arranged at the top ends of gaskets (304), and the bottom ends of the bolts (306) penetrate through the gaskets (304) and the connecting plates (302) to be connected with fixing blocks (301).
4. The steel bar truss floor deck with the detachable aluminum bottom formwork as claimed in claim 1, wherein the self-tapping screw (307) is located at the top end of the bolt (306), the bottom end of the self-tapping screw (307) extends to the inside of the aluminum formwork (1) through the bolt (306) and the fixing block (301), the fastening plate (305) is connected with the end of the connecting plate (302), and the fastening plate (305) is symmetrically arranged with the central axis of the connecting plate (302).
5. The steel bar truss floor deck with the detachable aluminum bottom die is characterized in that the component steel bars (2) comprise lower chord steel bars (201), web steel bars (202) and upper chord steel bars (203), the lower chord steel bars (201) are matched with the buckling plates (305), the upper chord steel bars (203) are located at the top ends of the lower chord steel bars (201), the web steel bars (202) are located between the upper chord steel bars (203) and the lower chord steel bars (201), and the web steel bars (202) are uniformly arranged along the length direction of the lower chord steel bars (201).
6. The steel bar truss floor deck with the detachable aluminum bottom die is characterized in that a pin hole (4) is formed in the side wall of the aluminum die plate (1), one end of the pin hole (4) penetrates through the aluminum die plate (1) to extend to the outside, and the pin holes (4) are uniformly formed in the length direction of the aluminum die plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220218438.7U CN216840143U (en) | 2022-01-26 | 2022-01-26 | Steel bar truss floor bearing plate with detachable aluminum bottom mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220218438.7U CN216840143U (en) | 2022-01-26 | 2022-01-26 | Steel bar truss floor bearing plate with detachable aluminum bottom mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216840143U true CN216840143U (en) | 2022-06-28 |
Family
ID=82085554
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220218438.7U Expired - Fee Related CN216840143U (en) | 2022-01-26 | 2022-01-26 | Steel bar truss floor bearing plate with detachable aluminum bottom mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216840143U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434469A (en) * | 2022-10-18 | 2022-12-06 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss building carrier plate combination flexible coupling reinforcing apparatus |
-
2022
- 2022-01-26 CN CN202220218438.7U patent/CN216840143U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115434469A (en) * | 2022-10-18 | 2022-12-06 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss building carrier plate combination flexible coupling reinforcing apparatus |
| CN115434469B (en) * | 2022-10-18 | 2024-04-30 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss floor carrier plate combined flexible connection reinforcing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220628 |