CN218092026U - Cast-in-place antiseep node one shot forming instrument - Google Patents
Cast-in-place antiseep node one shot forming instrument Download PDFInfo
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- CN218092026U CN218092026U CN202222241971.8U CN202222241971U CN218092026U CN 218092026 U CN218092026 U CN 218092026U CN 202222241971 U CN202222241971 U CN 202222241971U CN 218092026 U CN218092026 U CN 218092026U
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Abstract
The utility model relates to a cast-in-place antiseep node one shot forming instrument, through setting up aluminium membrane beam slab section bar on the on-spot preset outer wall A, aluminium membrane beam slab section bar is including locking long prefabricated aluminum plate and the short prefabricated aluminum plate on presetting outer wall A respectively, then set up the hanging mould at long prefabricated aluminum plate's top, preset the floor at short prefabricated aluminum plate's top overlap joint level, preset outer wall A, long prefabricated aluminum plate, short prefabricated aluminum plate, hanging mould and horizontal preset floor enclose synthetic mutual intercommunication's structure roof beam pouring chamber, tongue-and-groove pouring chamber and floor pouring portion, set up the reinforcing bar in each pouring chamber and pouring portion, then pour the concrete into it, thereby form cast-in-place floor and cast-in-place roof beam of integral type concrete structure, the top of cast-in-place roof beam forms the echelonment tongue-and groove under the effect of hanging mould, after the face pouring is accomplished in the concrete pouring stage, carry out the construction of surface receipts face and completion node position to tongue-in-place tongue-in groove and floor; the method has the advantages of reducing the cost of the engineering template, having good molding quality and reducing the later-stage leakage repair cost.
Description
Technical Field
The utility model relates to a building engineering field, in particular to cast-in-place antiseep node one shot forming instrument.
Background
At present, the development of assembly type buildings is different day by day, and a great number of problems in the installation of prefabricated parts are increased more and more, the construction forming quality of the anti-leakage node connected with the outer wall of the prefabricated part on the standard layer is poor, the leakage risk of the outer wall is obviously increased, the existing waterproof node usually adopts a section bar or an angle steel to hang a mould, the forming effect is poor, the concrete pouring is finished, and the concrete pouring is required to be kicked, polished and flattened again to influence the site construction progress and the anti-leakage requirement.
The utility model discloses it is not enough to solve prior art and research and propose promptly.
SUMMERY OF THE UTILITY MODEL
The waterproof node in the prior art mentioned above usually adopts section bar or angle steel to hang the mould, and the shaping effect is poor, and concrete placement accomplishes often and need kick the face of plastering again and flatten, influences the technical problem of site operation progress and antiseep requirement.
The utility model provides a technical scheme that its technical problem adopted is:
the utility model provides a cast-in-place antiseep node one shot forming instrument, includes that the locking is in predetermineeing the aluminium membrane beam slab section bar on outer wall A and set up the level at aluminium membrane beam slab section bar top and predetermine the template, be equipped with the structure roof beam in the aluminium membrane beam slab section bar and pour the chamber, the top that the template was predetermine to the level is equipped with floor pouring portion, floor pouring portion is located the side that the chamber was pour to the structure roof beam and communicates with each other with it, aluminium membrane beam slab section bar is including long prefabricated aluminum plate and the short prefabricated aluminum plate of locating cast-in-place roof beam both sides respectively, long prefabricated aluminum plate's top is equipped with the hanging die, the one end of hanging die extends to the top that the template was predetermine to the level, be equipped with the tongue-and groove in the hanging die and pour the chamber, the top of short prefabricated aluminum plate and the level predetermine the template overlap joint, the tongue-and groove is pour the top that the chamber is located the structure roof beam and is pour rather than communicating with it.
According to the one-step forming tool for the cast-in-place anti-leakage node, the hanging die comprises the aluminum film C groove and the vertical template, the aluminum film C groove and the vertical template are arranged oppositely, the bottom of the aluminum film C groove is connected with the top of the long prefabricated aluminum plate, the vertical template is located above the horizontal prefabricated template, and the rabbet pouring cavity is located between the aluminum film C groove and the vertical template.
According to the one-step forming tool for the cast-in-place anti-leakage node, each vertical template comprises a rectangular long condition and a plurality of vertical fixing pieces arranged on the rectangular long condition at intervals, the rectangular long condition is connected with each vertical fixing piece, the bottom of each vertical fixing piece is flush with the bottom of the rectangular long condition, a horizontal pulling knot is arranged between the top of each vertical fixing piece and the top of the aluminum film C groove, and the horizontal pulling knot is located above the tongue-and-groove pouring cavity.
According to the one-step forming tool for the cast-in-place anti-leakage node, the rectangular long condition is a square tube vertically placed along the width direction, the vertical fixing pieces are vertical angle steel, the horizontal drawknot is horizontal angle steel, the rectangular long condition is connected with the vertical fixing pieces in a welding mode, the horizontal drawknot is connected with the vertical fixing pieces through pins, and the horizontal drawknot is connected with the aluminum film C groove through pins.
As above a cast-in-place antiseep node one shot forming instrument, short prefabricated aluminum plate's bottom locking is on predetermineeing outer wall A, be equipped with between long prefabricated aluminum plate and the short prefabricated aluminum plate and be used for long prefabricated aluminum plate locking the locking structure on predetermineeing outer wall A.
As above a cast-in-place antiseep node one shot forming instrument, locking structure includes many and passes long prefabricated aluminum plate, structure roof beam respectively and pour chamber and short prefabricated aluminum plate's the screw rod that excels in, many the screw rod interval that excels in set up, each the one end of screw rod that excels in extend outside long prefabricated aluminum plate to be equipped with and be used for predetermineeing the nut A of long prefabricated aluminum plate locking on predetermineeing outer wall A, each the other end of screw rod that excels in extend outside short prefabricated aluminum plate, and be equipped with and be used for predetermineeing the nut B of short prefabricated aluminum plate locking on predetermineeing outer wall A.
According to the cast-in-place anti-leakage node one-step forming tool, an aluminum film back edge used for preventing an aluminum film beam plate profile from being exploded is arranged between the nuts A and the long prefabricated aluminum plates, the length of the aluminum film back edge is equal to that of the long prefabricated aluminum plates, and threaded holes corresponding to the high-strength screws are formed in the aluminum film back edge along the length direction of the aluminum film back edge.
The utility model has the advantages that: the utility model discloses a build aluminium membrane beam slab section bar on-the-spot preset outer wall A, aluminium membrane beam slab section bar is including locking long prefabricated aluminum plate and the short prefabricated aluminum plate on presetting outer wall A respectively, then set up the hanging mould at long prefabricated aluminum plate's top, preset the floor at short prefabricated aluminum plate's top overlap joint level, preset outer wall A, long prefabricated aluminum plate, short prefabricated aluminum plate, hanging mould and level and preset the floor and enclose synthetic mutual communicating structure roof beam pouring chamber, tongue-and-groove pouring chamber and floor pouring portion, set up the reinforcing bar in each pouring chamber and pouring portion, then pour concrete into it, thereby form cast-in-place floor and the cast-in-place roof beam of integral type concrete pouring structure, the top of cast-in-place roof beam forms the echelonment under the effect of hanging mould and is the tongue-and-groove, after pouring concrete stage face is accomplished, carry out the construction of surface receipts face and completion node position to tongue-and cast-in-place floor; by adopting the design of the aluminum alloy template, the aluminum alloy template has high integral rigidity, is not easy to damage, has more turnover times, can obviously reduce the cost of the engineering template, and the cast-in-situ floor slab and the cast-in-situ beam are formed by casting the aluminum film beam plate profile at one time, so the forming quality is good, secondary finishing is not needed, and the later-stage leakage repair cost is greatly reduced.
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
Drawings
FIG. 1 is a schematic side view of the present invention;
fig. 2 is the utility model discloses a section schematic diagram is looked sideways at after concrete placement is accomplished.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1 to fig. 2, the one-step forming tool for a cast-in-place anti-leakage node of the present embodiment is characterized in that: the cast-in-place aluminum wall structure comprises an aluminum film beam plate profile 2 locked on a preset outer wall A1 and a horizontal preset template 4 arranged at the top of the aluminum film beam plate profile 2, wherein a structural beam pouring cavity 3 is formed in the aluminum film beam plate profile 2, a floor pouring part 5 is arranged at the top of the horizontal preset template 4, the floor pouring part 5 is positioned on the side surface of the structural beam pouring cavity 3 and communicated with the structural beam pouring cavity 3, the aluminum film beam plate profile 2 comprises a long prefabricated aluminum plate 21 and a short prefabricated aluminum plate 22 which are respectively arranged at two sides of a cast-in-place beam 3, a hanging die 7 is arranged at the top of the long prefabricated aluminum plate 21, one end of the hanging die 7 extends to the upper part of the horizontal preset template 4, a tongue-and-groove pouring cavity 6 is formed in the hanging die 7, the top of the short prefabricated aluminum plate 22 is in lap joint with one end of the horizontal preset template 4, and the tongue-groove pouring cavity 6 is positioned above the structural beam pouring cavity 3 and communicated with the structural beam pouring cavity; the utility model discloses a build aluminium membrane beam slab section bar on-the-spot preset outer wall A, aluminium membrane beam slab section bar is including locking long prefabricated aluminum plate and the short prefabricated aluminum plate on presetting outer wall A respectively, then set up the hanging mould at long prefabricated aluminum plate's top, preset the floor at short prefabricated aluminum plate's top overlap joint level, preset outer wall A, long prefabricated aluminum plate, short prefabricated aluminum plate, hanging mould and level and preset the floor and enclose synthetic mutual communicating structure roof beam pouring chamber, tongue-and-groove pouring chamber and floor pouring portion, set up the reinforcing bar in each pouring chamber and pouring portion, then pour concrete into it, thereby form cast-in-place floor and the cast-in-place roof beam of integral type concrete pouring structure, the top of cast-in-place roof beam forms the echelonment under the effect of hanging mould and is the tongue-and-groove, after pouring concrete stage face is accomplished, carry out the construction of surface receipts face and completion node position to tongue-and cast-in-place floor; by adopting the design of the aluminum alloy template, the aluminum alloy template has high integral rigidity, is not easy to damage, has more turnover times, can obviously reduce the cost of the engineering template, and the cast-in-situ floor slab and the cast-in-situ beam are formed by casting the aluminum film beam plate profile at one time, so the forming quality is good, secondary finishing is not needed, and the later-stage leakage repair cost is greatly reduced.
In this embodiment, the hanging mold 7 includes an aluminum film C groove 71 and a vertical template 72, the aluminum film C groove 71 and the vertical template 72 are arranged oppositely, the bottom of the aluminum film C groove 71 is connected with the top of the long prefabricated aluminum plate 21, the vertical template 72 is located above the horizontal prefabricated template 4, and the tongue-and-groove pouring cavity 6 is located between the aluminum film C groove 71 and the vertical template 72; under the combined action of the aluminum film C groove and the vertical template, when concrete is poured, the top of the cast-in-place beam forms a stepped rabbet in the rabbet pouring cavity, and the cast-in-place beam is simple in structure, convenient to install and convenient to operate.
In this embodiment, the vertical template 72 includes a rectangular long member 73 and a plurality of vertical fixing members 74 arranged at intervals thereon, the rectangular long member 73 is connected to each vertical fixing member 74, the bottom of each vertical fixing member 74 is flush with the bottom of the rectangular long member 73, a horizontal tie 75 is arranged between the top of each vertical fixing member 74 and the top of the aluminum film C groove 71, and the horizontal tie 75 is located above the tongue-and-groove casting cavity 6; under the combined action of the rectangular long condition and the aluminum film C groove, the shape of the rabbet formed in the rabbet pouring cavity is limited, the top of the poured rabbet is flush with the top of the rectangular long condition, and after the pouring of the concrete is finished, the rabbet is subjected to surface folding through manual work at gaps among a plurality of vertical fixing pieces arranged at intervals; the combined action of floor is predetermine at vertical mounting, the long condition of rectangle and level under to the restriction cast-in-place floor thickness, pour the completion back at the concrete stage face, through artifical bottom height according to the long condition of rectangle, carry out the surface to cast-in-place floor and receive the face, easy operation, then through setting up horizontal drawknot, further improve the steadiness of being connected between vertical mounting and the aluminium membrane C groove, take place the seepage when preventing to pour concrete.
In this embodiment, the rectangular long condition 73 is a square tube vertically placed along the width direction, the vertical fixing member 74 is a vertical angle steel, the horizontal tie 75 is a horizontal angle steel, and a vertical template made of the square tube and the angle steel material is adopted.
In the embodiment, a hanging die is erected at the top of a long prefabricated aluminum plate, holes are marked on the hanging die after the height of the hanging die is adjusted, the rectangular long piece 73 is connected with the vertical fixing piece 74 in a welding mode, the horizontal tie 75 is connected with the vertical fixing piece 74 through a pin, and the horizontal tie 75 is connected with the aluminum film C groove 71 through a pin; the horizontal drawknot can be detachably connected with the vertical fixing piece and the aluminum film C groove through the pins respectively, the horizontal drawknot can also be detachably connected with the vertical fixing piece and the aluminum film C groove through bolts and the like, the assembly is simple, and the assembly cost between the vertical template and the aluminum film C groove can be reduced.
In this embodiment, the bottom of short prefabricated aluminum plate 22 is locked on predetermined outer wall A1, and a locking structure 23 for locking long prefabricated aluminum plate 21 on predetermined outer wall A1 is arranged between long prefabricated aluminum plate 21 and short prefabricated aluminum plate 22.
In this embodiment, the locking structure 23 includes a plurality of high-strength screws 24 respectively penetrating through the long prefabricated aluminum plate 21 and the short prefabricated aluminum plate 22, the plurality of high-strength screws 24 are arranged at intervals, one end of each high-strength screw 24 extends out of the long prefabricated aluminum plate 21 and is provided with a nut a25 for locking the long prefabricated aluminum plate 21 on the preset outer wall A1, and the other end of each high-strength screw 24 extends out of the short prefabricated aluminum plate 22 and is provided with a nut B26 for locking the short prefabricated aluminum plate 22 on the preset outer wall A1; the long prefabricated aluminum plate and the short prefabricated aluminum plate are respectively punched on the surfaces of the long prefabricated aluminum plate and the short prefabricated aluminum plate, the high-strength screw rod penetrates through the long prefabricated aluminum plate and the short prefabricated aluminum plate respectively, and then the nut A and the nut B are respectively screwed at the two ends of the high-strength screw rod, so that a closed space is formed between the long prefabricated aluminum plate, the short prefabricated aluminum plate and the preset outer wall A.
Particularly, the cast-in-place anti-leakage node one-step forming tool is convenient to assemble on site, the disassembly does not influence the structures of a cast-in-place floor slab and a cast-in-place beam, and the construction efficiency is greatly improved.
In this embodiment, an aluminum film back ridge 27 for preventing the aluminum film beam plate profile 2 from being exploded is arranged between the plurality of nuts a25 and the long prefabricated aluminum plate 21, the length of the aluminum film back ridge 27 is equal to that of the long prefabricated aluminum plate 21, and a threaded hole corresponding to each high-strength screw 24 is formed in the aluminum film back ridge 27 along the length direction thereof; the aluminum film back edges are fixedly arranged on the long prefabricated aluminum plates under the action of the high-strength screw and the nut A, so that the structure between the aluminum film back edges and the long prefabricated aluminum plates is more compact, the overall bearing capacity of the long prefabricated aluminum plates and the overall bearing capacity of the short prefabricated aluminum plates are effectively increased, and the mold explosion phenomenon is effectively prevented.
The technical content of the present invention is further described by the embodiments only, so that the reader can understand it more easily, but the embodiments of the present invention are not limited thereto, and any technical extension or re-creation according to the present invention is protected by the present invention. The protection scope of the present invention is subject to the claims.
Claims (7)
1. The utility model provides a cast-in-place antiseep node one shot forming instrument which characterized in that: the aluminum film beam slab structure is characterized by comprising an aluminum film beam slab profile (2) locked on a preset outer wall A (1) and a horizontal preset template (4) arranged at the top of the aluminum film beam slab profile (2), wherein a structural beam pouring cavity (3) is formed in the aluminum film beam slab profile (2), a floor pouring part (5) is arranged at the top of the horizontal preset template (4), the floor pouring part (5) is located on the side surface of the structural beam pouring cavity (3) and communicated with the structural beam pouring cavity, the aluminum film beam slab profile (2) comprises a long prefabricated aluminum plate (21) and a short prefabricated aluminum plate (22) which are respectively arranged on two sides of a cast-in-place beam, a hanging die (7) is arranged at the top of the long prefabricated aluminum plate (21), one end of the hanging die (7) extends to the position above the horizontal preset template (4), a rabbet pouring cavity (6) is formed in the hanging die (7), the top of the short prefabricated aluminum plate (22) is in lap joint with one end of the horizontal preset template (4), and the rabbet pouring cavity (6) is located above the structural beam pouring cavity (3) and communicated with the structural beam pouring cavity.
2. The one-step forming tool for cast-in-place leakage-proof joints according to claim 1, wherein: the hanging die (7) comprises an aluminum film C groove (71) and a vertical template (72), the aluminum film C groove (71) and the vertical template (72) are arranged oppositely, the bottom of the aluminum film C groove (71) is connected with the top of the long prefabricated aluminum plate (21), the vertical template (72) is located above the horizontal prefabricated template (4), and the rabbet pouring cavity (6) is located between the aluminum film C groove (71) and the vertical template (72).
3. The one-step forming tool for cast-in-place leakage-proof joints according to claim 2, wherein: the vertical template (72) comprises a rectangular long condition (73) and a plurality of vertical fixing pieces (74) arranged on the rectangular long condition (73) at intervals, the rectangular long condition (73) is connected with each vertical fixing piece (74), the bottom of each vertical fixing piece (74) is flush with the bottom of the rectangular long condition (73), a horizontal tie (75) is arranged between the top of each vertical fixing piece (74) and the top of the aluminum film C groove (71), and the horizontal tie (75) is located above the tongue-and-groove pouring cavity (6).
4. The one-step forming tool for cast-in-place leakage-proof joints according to claim 3, wherein: the rectangle long condition (73) is the square tube of putting immediately along width direction, vertical mounting (74) are vertical angle steel, horizontal drawknot (75) are horizontal angle steel, be connected through the welding mode between rectangle long condition (73) and vertical mounting (74), through pin joint between horizontal drawknot (75) and aluminium membrane C groove (71).
5. The one-step forming tool for cast-in-place leakage-proof joints according to claim 1, wherein: the bottom locking of short prefabricated aluminum plate (22) is on predetermineeing outer wall A (1), be equipped with between long prefabricated aluminum plate (21) and short prefabricated aluminum plate (22) and be used for locking long prefabricated aluminum plate (21) locking structure (23) on predetermineeing outer wall A (1).
6. The one-step forming tool for cast-in-place leakage-proof joints according to claim 5, wherein: locking structure (23) including many threaded rod (24) that excel in that pass long prefabricated aluminum plate (21), structural beam respectively and pour chamber (3) and short prefabricated aluminum plate (22), many threaded rod (24) that excel in the interval set up, each the one end of threaded rod (24) that excel in extend outside long prefabricated aluminum plate (21) to be equipped with and be used for locking nut A (25) on predetermineeing outer wall A (1) long prefabricated aluminum plate (21), each the other end of threaded rod (24) that excel in extend outside short prefabricated aluminum plate (22) to be equipped with and be used for predetermineeing nut B (26) on outer wall A (1) short prefabricated aluminum plate (22) locking.
7. The one-step forming tool for cast-in-place leakage-proof joints according to claim 6, wherein: it is a plurality of be equipped with between nut A (25) and long prefabricated aluminum plate (21) and be used for preventing that aluminium membrane beam slab section bar (2) from taking place aluminium membrane back arris (27) of exploding the mould, the length of aluminium membrane back arris (27) equals with long prefabricated aluminum plate's (21) length, aluminium membrane back arris (27) are equipped with on its length direction with each the corresponding screw hole of high-strength screw rod (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222241971.8U CN218092026U (en) | 2022-08-25 | 2022-08-25 | Cast-in-place antiseep node one shot forming instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222241971.8U CN218092026U (en) | 2022-08-25 | 2022-08-25 | Cast-in-place antiseep node one shot forming instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218092026U true CN218092026U (en) | 2022-12-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222241971.8U Active CN218092026U (en) | 2022-08-25 | 2022-08-25 | Cast-in-place antiseep node one shot forming instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218092026U (en) |
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2022
- 2022-08-25 CN CN202222241971.8U patent/CN218092026U/en active Active
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