CN217782873U - Detachable aluminum mould bracing anchor ring subassembly - Google Patents
Detachable aluminum mould bracing anchor ring subassembly Download PDFInfo
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- CN217782873U CN217782873U CN202222005954.4U CN202222005954U CN217782873U CN 217782873 U CN217782873 U CN 217782873U CN 202222005954 U CN202222005954 U CN 202222005954U CN 217782873 U CN217782873 U CN 217782873U
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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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Abstract
The utility model provides a detachable aluminium mould bracing anchor ring subassembly, including the anchor ring that is used for connecting the aluminium mould bracing, outside the ring body of anchor ring was located the concrete, the body of rod screw-thread fit of anchor ring was in pre-buried telescopic screw, and pre-buried sleeve is fixed inside the concrete, and pre-buried telescopic screw still is used for the cooperation to connect detachable screw plug, and the pre-buried sleeve top is not higher than the concrete surface. The utility model provides an aluminum mould bracing anchor ring component, which is convenient for installation and disassembly, can realize the repeated use of the anchor ring, and can save the consumption of reinforcing steel bars; adopt the utility model provides an aluminium mould bracing anchor ring subassembly, tail item processing cost is extremely low, and the processing procedure is very simple, only needs constructor in the same direction as one's hands to demolish the anchor ring, has saved the loaded down with trivial details process of excision floor board (concrete) surface protrusion completely.
Description
Technical Field
The utility model relates to an aluminium membrane bracing fixed knot constructs especially relates to a detachable aluminium mould bracing anchor ring subassembly.
Background
The existing aluminum film diagonal brace is generally fixedly connected with a supported building component at one end and fixedly connected with the ground at the other end, so that the diagonal brace, the supported building component and the ground form a triangle, and the stability of the supported building component is enhanced.
At present, the fixed connection mode of aluminium membrane bracing and ground mainly has two kinds: firstly, the single pre-buried nut is fixedly connected with the aluminum film diagonal brace, and secondly, the steel piece (steel bar, steel plate or anchoring piece) pre-buried on site is fixedly connected with the aluminum film diagonal brace. However, the two existing connection methods have the following problems: the embedded parts need to be higher than the surface of a floor slab (concrete), so that potential safety hazards exist, and the embedded parts are particularly easy to kick by field construction personnel; the treatment cost of the tail is high, the treatment process is complicated, the part of the embedded part higher than the surface of the floor slab (concrete) needs to be cut off in the ending stage, and special people are required to treat the part.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a detachable aluminium mould bracing anchor ring subassembly that no safety risk and tail item processing cost are low.
In order to realize the foregoing objective, the utility model provides a pair of detachable aluminium mould bracing anchor ring subassembly, including the anchor ring that is used for connecting the aluminium mould bracing, its characterized in that: the ring body of anchor ring is located outside the concrete, and the body of rod screw-thread fit of anchor ring is in pre-buried telescopic screw, and pre-buried sleeve is fixed inside the concrete, and pre-buried telescopic screw still is used for the cooperation to connect detachable screw end cap, and pre-buried sleeve top is not higher than the concrete surface.
Further, as one of the schemes for improving the stability of the anchor ring assembly, the embedded sleeve is fixedly connected to the limiting member, and the limiting member is fixedly connected to the steel bar inside the concrete.
Furthermore, as a second scheme for improving the stability of the anchor ring assembly, the embedded sleeve is fixedly connected to a steel bar inside the concrete.
Further, the locating part is two round steel (or reinforcing bar), and two round steel (or reinforcing bar) all have the flexion, pre-buried sleeve lower part is arranged in enclosing synthetic hole room jointly by two flexion. Such a solution enables the stable connection of the anchor ring to the reinforcement inside the concrete with low cost round steel (or reinforcement).
For convenience and rapidness, the limiting parts are connected to the reinforcing steel bars inside the concrete, and the two ends of the limiting parts are provided with hook parts which are used for hooking and buckling the reinforcing steel bars inside the concrete.
As the preferred scheme of the utility model, the locating part with pre-buried sleeve mutually perpendicular.
Has the beneficial effects that: the utility model provides an aluminum mould bracing anchor ring component, which is convenient to install and disassemble, can realize the repeated use of the anchor ring, and can save the using amount of reinforcing steel bars; during installation, the embedded sleeve is welded on the limiting piece, then the limiting piece is connected to a steel bar in the concrete, and then the embedded sleeve with the threaded plug and the limiting piece are embedded in the concrete; when the aluminum mould diagonal brace is installed, the threaded plug is firstly detached, then the anchor ring is screwed on the embedded sleeve, and then the aluminum mould diagonal brace is installed; when the aluminum mould diagonal brace is disassembled, the aluminum mould diagonal brace is disassembled firstly, and then the anchor ring is disassembled; by adopting the utility model, the surface of the floor slab (concrete) after construction has no protrusion, and the situation that the floor slab is kicked by field constructors does not exist, thereby greatly reducing the safety risk; adopt the utility model provides an aluminium mould bracing anchor ring subassembly, tail item processing cost is extremely low, and the processing procedure is very simple, only needs constructor in the same direction as one's hands to demolish the anchor ring, has saved the loaded down with trivial details process of excision floor board (concrete) surface protrusion completely.
Drawings
Fig. 1 is a schematic view of a detachable aluminum die diagonal bracing anchor ring assembly in embodiment 1 (before installation of a threaded plug or an anchor ring);
fig. 2 is a schematic view of a detachable aluminum mold diagonal bracing anchor ring assembly in embodiment 1 (after installation of a threaded plug);
fig. 3 is a schematic view of a detachable aluminum die diagonal bracing anchor ring assembly in embodiment 1 (after installation of the anchor ring);
FIG. 4 is a schematic view of a detachable aluminum form bracing anchor ring assembly in embodiment 1 (in use);
fig. 5 is a schematic view of a detachable aluminum form bracing anchor ring assembly in embodiment 1 (in a state after the aluminum form bracing is removed);
FIG. 6 is a schematic view of a detachable aluminum form bracing anchor ring assembly in example 2 (after installation of the anchor ring);
fig. 7 is a schematic view (in use) of the detachable aluminum die diagonal bracing anchor ring assembly in embodiment 2.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
Example 1: the utility model provides a detachable aluminium mould bracing anchor ring subassembly, as shown in fig. 1, fig. 2, fig. 3 and fig. 4, including the anchor ring 1 that is used for connecting the aluminium mould bracing, the ring body of anchor ring 1 is located outside concrete 2, and the body of rod screw-thread fit of anchor ring 1 is in embedded sleeve 3's screw, and embedded sleeve 3 is fixed inside concrete 2, and embedded sleeve 3's screw still is used for the cooperation to connect detachable screw end cap 4, and embedded sleeve 3 top is not higher than concrete 2 surfaces. The embedded sleeve 3 is fixedly connected to the limiting piece 5, and the limiting piece 5 is fixedly connected to the steel bar 6 in the concrete 2; the limiting piece 5 is perpendicular to the embedded sleeve 3; locating part 5 is two round steels, and two round steels all have flexion 7, and 3 lower parts of embedded sleeve are arranged in enclosing synthetic interpore jointly by two flexion 7, and two round steels are welded connection with embedded sleeve 3's connected mode, and two round steels tie up through the steel wire and tie up on 2 inside reinforcing bar 6 of concrete.
During installation, the embedded sleeve 3 is welded on the limiting piece 5, then the limiting piece 5 is connected to the reinforcing steel bar 6 in the concrete 2, and then the embedded sleeve 3 with the threaded plug 4 and the limiting piece 5 are embedded in the concrete 2 (concrete pouring); when the aluminum mould diagonal brace 9 is installed, the threaded plug 4 is firstly detached, then the anchor ring 1 is screwed on the embedded sleeve 3, and then the aluminum mould diagonal brace 9 is installed (the state at this time is shown in figure 4); when the aluminum mould inclined strut 9 is disassembled, the aluminum mould inclined strut 9 is disassembled firstly (the state is shown in figure 5), and then the anchor ring 1 is disassembled.
Example 2: the utility model provides a detachable aluminium mould bracing anchor ring subassembly, as shown in figure 6 and figure 7, including the anchor ring 1 that is used for connecting the aluminium mould bracing, the ring body of anchor ring 1 is located outside concrete 2, and the body of rod screw-thread fit of anchor ring 1 is in pre-buried sleeve 3's screw, and pre-buried sleeve 3 is fixed inside concrete 2, and pre-buried sleeve 3's screw still is used for the cooperation to connect detachable screw end cap 4, and pre-buried sleeve 3 top is not higher than concrete 2 surfaces. The embedded sleeve 3 is fixedly connected to the limiting piece 5, and the limiting piece 5 is fixedly connected to the steel bar 6 in the concrete 2; the limiting piece 5 is perpendicular to the embedded sleeve 3; locating part 5 is two round steels, two round steels all have flexion 7, 3 lower parts of embedded sleeve are arranged in enclosing synthetic hole room jointly by two flexion 7, two round steels are welded connection with embedded sleeve 3's connected mode, the round steel both ends all have hook portion 8, hook portion 8 is used for hooking on 2 inside reinforcing bars 6 of concrete, the 8 centre intervals of hook portion at both ends just equals adjacent reinforcing bar 6 intervals on the same root round steel to ensure that 8 hooking of hook portion do not rock after on reinforcing bar 6. When the limiting part 5 is installed, the embedded sleeve 3 with the threaded plug 4 is welded at the bent part 7 of the round steel, and then the round steel is hooked on the reinforcing steel bar 6.
Example 3: a detachable aluminum mould bracing anchor ring assembly, wherein the part number refers to the part number in embodiment 1, comprises an anchor ring 1 for connecting an aluminum mould bracing, a ring body of the anchor ring 1 is positioned outside concrete 2, a rod body of the anchor ring 1 is in threaded fit in a screw hole of an embedded sleeve 3, the embedded sleeve 3 is fixed inside the concrete 2, the screw hole of the embedded sleeve 3 is also used for being in fit connection with a detachable threaded plug 4, and the top end of the embedded sleeve 3 is not higher than the surface of the concrete 2. Wherein, pre-buried sleeve 3 fixed connection (direct welding) is on 2 inside reinforcing bar 6 of concrete, pre-buried sleeve 3 and reinforcing bar 6 mutually perpendicular.
The utility model provides an aluminum mould bracing anchor ring component, which is convenient for installation and disassembly, can realize the repeated use of the anchor ring, and can save the consumption of reinforcing steel bars; by adopting the utility model, the surface of the floor (concrete) after construction has no projection, so that the situation that the floor is kicked by field constructors does not exist, thereby greatly reducing the safety risk; adopt the utility model provides an aluminium mould bracing anchor ring subassembly, tail item processing cost is extremely low, and the processing procedure is very simple, only needs constructor in the same direction as one's hands to demolish the anchor ring, has saved the loaded down with trivial details process of excision floor board (concrete) surface protrusion completely.
Claims (6)
1. The utility model provides a detachable aluminium mould bracing anchor ring subassembly, includes anchor ring (1) that is used for connecting the aluminium mould bracing, its characterized in that: the ring body of anchor ring (1) is located outside concrete (2), and the body of rod screw-thread fit of anchor ring (1) is in the screw of pre-buried sleeve (3), and pre-buried sleeve (3) are fixed inside concrete (2), and the screw of pre-buried sleeve (3) still is used for the cooperation to connect detachable screw end cap (4), and pre-buried sleeve (3) top is not higher than concrete (2) surface.
2. The detachable aluminum die diagonal bracing anchor ring assembly of claim 1, wherein: the embedded sleeve (3) is fixedly connected to the limiting part (5), and the limiting part (5) is fixedly connected to the reinforcing steel bar (6) inside the concrete (2).
3. The detachable aluminum die diagonal bracing anchor ring assembly of claim 1, wherein: the embedded sleeve (3) is fixedly connected to the steel bar (6) in the concrete (2).
4. The detachable aluminum die diagonal bracing anchor ring assembly of claim 2, wherein: locating part (5) are two round steel, and two round steel all have flexion (7), pre-buried sleeve (3) lower part is located and encloses synthetic hole within a definite time jointly by two flexion (7).
5. The detachable aluminum die sprag anchor ring assembly of claim 4, wherein: both ends of the limiting piece (5) are provided with hook parts (8), and the hook parts (8) are used for hooking and buckling on the reinforcing steel bars (6) in the concrete (2).
6. The detachable aluminum die diagonal bracing anchor ring assembly of claim 2, 4 or 5, wherein: the limiting piece (5) is perpendicular to the embedded sleeve (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222005954.4U CN217782873U (en) | 2022-08-01 | 2022-08-01 | Detachable aluminum mould bracing anchor ring subassembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222005954.4U CN217782873U (en) | 2022-08-01 | 2022-08-01 | Detachable aluminum mould bracing anchor ring subassembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217782873U true CN217782873U (en) | 2022-11-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222005954.4U Active CN217782873U (en) | 2022-08-01 | 2022-08-01 | Detachable aluminum mould bracing anchor ring subassembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217782873U (en) |
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2022
- 2022-08-01 CN CN202222005954.4U patent/CN217782873U/en active Active
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