CN220167127U - Novel prefabricated plate type balcony - Google Patents

Novel prefabricated plate type balcony Download PDF

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Publication number
CN220167127U
CN220167127U CN202321299866.8U CN202321299866U CN220167127U CN 220167127 U CN220167127 U CN 220167127U CN 202321299866 U CN202321299866 U CN 202321299866U CN 220167127 U CN220167127 U CN 220167127U
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CN
China
Prior art keywords
balcony
slab
concrete
muscle
building
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Application number
CN202321299866.8U
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Chinese (zh)
Inventor
何富森
方洪飞
何维
黄志腾
戴昆
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Ronglian Construction Technology Lanxi Co ltd
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Ronglian Construction Technology Lanxi Co ltd
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Priority to CN202321299866.8U priority Critical patent/CN220167127U/en
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Abstract

The utility model relates to a novel prefabricated slab balcony, which comprises an integrated balcony prefabricated part and a connecting part, wherein the integrated balcony prefabricated part comprises a laminated slab and a concrete inverted ridge, distributed steel bars and truss bars are sequentially arranged along the bottom in the laminated slab upwards, the connecting part comprises slab gluten and slab bottom ribs for anchoring the integrated balcony part and a building, one end of each slab bottom rib is anchored in the laminated slab, the other end of each slab bottom rib exposed out of the laminated slab forms an extension section and is anchored in a building beam, the rear end of each slab gluten is placed in the laminated slab, the front end of each slab gluten penetrates through the beam and is anchored in an indoor floor of the building, a plurality of railing embedded cup openings are formed in the top of the concrete inverted ridge, and drip lines are arranged along the peripheral edge at the inner bottom of the concrete inverted ridge. The balcony integrated structure can be integrally and directly assembled with a building, solves the problem of inconvenient installation, improves the construction efficiency, saves the labor cost of constructors and improves the integral waterproof effect.

Description

Novel prefabricated plate type balcony
Technical Field
The utility model relates to the technical field of balconies, in particular to a novel prefabricated plate type balcony.
Background
The balcony in the traditional building is generally characterized in that the beam is arranged below the balcony, the balcony is arranged above the balcony, the beam and the balcony are not on the same plane, water on the balcony easily flows onto the beam at a low position, the integral waterproof effect is affected, meanwhile, in the construction process of the traditional balcony component, steel bars are generally prefabricated in factories, reserved and transported to a construction site to be cast in situ with a main structure of a building, but the process is complex in operation, the workload of binding the steel bars, supporting the frame, casting and the like on site is large, the problem of inconvenience in installation exists, the labor cost of constructors is improved, and the construction efficiency is affected.
Disclosure of Invention
Aiming at the problems, the utility model provides the novel prefabricated plate type balcony which has good waterproof effect and is convenient to integrally install.
The technical scheme adopted for solving the technical problems is as follows: the utility model provides a novel prefabricated slab balcony, includes prefabricated member of integral type balcony and connecting piece, prefabricated member of integral type balcony includes the superimposed sheet and the reverse bank of concrete, the reverse bank of concrete is established to three and end to end encloses to close in superimposed sheet both sides and rear end, the preceding terminal surface of the reverse bank of concrete is not established towards the building setting, distributing reinforcement and truss muscle have been arranged in proper order along the bottom upwards in the superimposed sheet, in the reverse bank of concrete of the reverse bank rear end of superimposed sheet is anchored simultaneously along superimposed sheet and building engagement direction arrangement to truss muscle, truss muscle and distributing reinforcement are perpendicular crossing and tie up into the reinforcing bar net, connecting piece includes board face muscle and the slab bottom muscle that carries out the anchor with integral type balcony member and building, slab bottom muscle one end anchors into in the superimposed sheet, the other end that the slab bottom muscle exposes out the extension section and anchors into the roof beam of building, in the slab face muscle rear end is put into the superimposed sheet, in the indoor floor of the peripheral roof beam anchor into the building is run through to the slab, the roof side is equipped with the reverse bank of concrete and has the edge of drip line along the bottom counter rail opening.
Preferably, the laminated slab is reverse-poured concrete, the reverse-poured concrete comprises a prefabricated layer and a post-poured layer, the distributed steel bars are arranged in the prefabricated layer, and the post-poured layer is formed by post-pouring concrete on truss bars, plate bottom bars and plate gluten on the laminated slab.
Preferably, the thickness of the precast layer is 50mm, and the thickness of the post-cast layer is 100mm.
Preferably, the installation length of the plate ribs is longer than the installation length of the plate bottom ribs, and the installation height of the plate ribs is higher than the installation height of the plate bottom ribs.
Preferably, construction steel bars are arranged in concrete reverse sills at two sides of the laminated slab.
Compared with the prior art, the utility model has the following beneficial effects:
1. the integrated prefabricated slab balcony has the advantages that the reinforcement bars are bound and poured in advance, the superposition of the prefabricated layer and the post-pouring layer is realized, and the slab bottom ribs and the slab surface ribs which are connected and anchored with the building are built in, so that the integrated prefabricated slab balcony can be integrally conveyed to a construction site to be directly assembled with the building, the problem of inconvenient installation is solved, the construction efficiency is improved, and the labor cost of constructors is saved;
2. the balcony is not mounted on the beam, but is connected with the beam on the same horizontal plane through the plate bottom ribs and the plate surface ribs, so that water on the balcony is not easy to infiltrate into the beam, the overall waterproof effect is improved, and meanwhile, the overall waterproof effect is further enhanced through the design of the concrete reverse ridge and the built-in water dripping line.
Drawings
FIG. 1 is a perspective view of a side view of an integrated balcony prefabricated unit according to the present utility model;
FIG. 2 is a perspective view of a top view of an integrated balcony prefabricated portion according to the present utility model;
fig. 3 is a perspective view of the utility model in assembled side view with a building.
Detailed Description
The present utility model will now be described in detail with reference to fig. 1-3, wherein the exemplary embodiments and descriptions of the present utility model are provided for illustration of the present utility model and are not intended to be limiting.
A novel prefabricated slab balcony comprises an integral balcony prefabricated component and a connecting component, wherein the integral balcony prefabricated component comprises a laminated slab 6 and concrete inverted ridges 2, the concrete inverted ridges are arranged into three and are connected end to enclose the two sides and the rear end of the laminated slab, the front end surface of the laminated slab, which is not provided with the concrete inverted ridges, is arranged towards a building, construction steel bars are arranged in the concrete inverted ridges on the two sides of the laminated slab, the construction steel bars are not used as stress components, distributed steel bars 4 and truss steel bars 5 are sequentially arranged in the laminated slab along the bottom upwards direction, the truss steel bars are arranged along the joint direction of the laminated slab and the building and are anchored in the concrete inverted ridges at the rear end of the laminated slab at the same time, the truss steel bars and the distributed steel bars are vertically intersected and bound into a steel bar net, the connecting elements include the face muscle 7 and the board end muscle 8 of carrying out the anchor with integral type balcony component and building, specifically, the setting length of board gluten is longer than the setting length of board end muscle, and the setting height of board end muscle is higher than the setting height of board end muscle, in the roof end muscle one end anchor was advanced the superimposed sheet, the board end muscle exposes the outer other end of superimposed sheet and forms the extension section and anchor into the roof beam 9 of building, in the superimposed sheet was put into to the board gluten rear end, the board gluten front end runs through the roof beam anchor and advances in the indoor floor 10 of building, the anchor length of board gluten and board end muscle satisfies this device structure atress demand, the pre-buried rim of a cup of several railing has been seted up at the concrete anti-bank top, be convenient for install the barrage ensure factor of safety, the drip line 3 has been arranged along peripheral limit to the bottom in the concrete anti-bank.
Specifically, the laminated slab is reverse-poured concrete, the reverse-poured concrete comprises a prefabricated layer and a post-poured layer, the distributed steel bars are arranged in the prefabricated layer, the post-poured layer is formed by post-pouring concrete on truss ribs, plate bottom ribs and plate gluten on the laminated slab, and the thicknesses of the prefabricated layer and the post-poured layer can be determined according to stress calculation in the concrete implementation process.
In the implementation process, water dripping lines, distributed steel bars, truss ribs, construction steel bars, plate gluten and plate bottom ribs are arranged in advance, and then the whole is integrally cast and formed through a template, wherein the laminated slab comprises a prefabricated layer and a post-cast layer which are cast and formed twice, and then the whole integrated prefabricated plate balcony is integrally carried to a construction site, and meanwhile the plate gluten and the plate bottom ribs are respectively inserted into corresponding holes in the indoor floor slab and the beam of a building to be assembled. The device improves the overall waterproof effect through the design of the position relation between the water dripping line and the prefabricated slab balcony and the building beam, solves the problem of inconvenient installation due to the integral assembly mode of the prefabricated slab balcony, improves the construction efficiency and saves the labor cost of constructors.
The foregoing has described in detail the technical solutions provided by the embodiments of the present utility model, and specific examples have been applied to illustrate the principles and implementations of the embodiments of the present utility model, where the above description of the embodiments is only suitable for helping to understand the principles of the embodiments of the present utility model; meanwhile, as for those skilled in the art, according to the embodiments of the present utility model, there are variations in the specific embodiments and the application scope, and the present description should not be construed as limiting the present utility model.

Claims (5)

1. Novel prefabricated plate type balcony, its characterized in that: including integral type balcony prefabricated component and connecting piece, integral type balcony prefabricated component includes superimposed sheet (6) and the anti-bank of concrete (2), the anti-bank of concrete is established to three and end to end encloses and closes in superimposed sheet both sides and rear end, the preceding terminal surface of the anti-bank of concrete is established towards the building setting to the superimposed sheet, distributed reinforcement (4) and truss muscle (5) have been arranged in proper order along the bottom upwards in the superimposed sheet, in the anti-bank of concrete of the anti-bank of superimposed sheet rear end is arranged simultaneously along superimposed sheet and building engagement direction to the truss muscle, the truss muscle is crossed perpendicularly with distributed reinforcement and is tied up into the reinforcing bar net, connecting piece includes face muscle (7) and the plate bottom muscle (8) of carrying out the anchor with integral type balcony component and building, in the anchor of plate bottom muscle one end is advanced in the superimposed sheet, the other end that the plate bottom muscle exposes outside the superimposed sheet extends the section and anchors in roof beam (9) of building, in the roof side rear end is put into, in the indoor (10) of roof side penetration beam anchor of building, in the anti-bank of plate surface muscle front end is equipped with the anti-bank of concrete (3), the counter-bank is arranged along the counter-bank of dropping water line (1).
2. The novel prefabricated panel balcony of claim 1, wherein: the laminated slab is reverse-poured concrete, the reverse-poured concrete comprises a prefabricated layer and a post-poured layer, the distributed steel bars are arranged in the prefabricated layer, and the post-poured layer is formed by pouring concrete on truss ribs, plate bottom ribs and plate gluten on the laminated slab.
3. The novel prefabricated panel balcony of claim 2, wherein: the thickness of the precast layer is 50mm, and the thickness of the post-cast layer is 100mm.
4. The novel prefabricated panel balcony of claim 1, wherein: the setting length of face muscle is longer than the setting length of board bottom muscle, just the setting height of face muscle is higher than the setting height of board bottom muscle.
5. The novel prefabricated panel balcony of claim 1, wherein: constructional steel bars are arranged in concrete reverse sills at two sides of the laminated slab.
CN202321299866.8U 2023-05-26 2023-05-26 Novel prefabricated plate type balcony Active CN220167127U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321299866.8U CN220167127U (en) 2023-05-26 2023-05-26 Novel prefabricated plate type balcony

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321299866.8U CN220167127U (en) 2023-05-26 2023-05-26 Novel prefabricated plate type balcony

Publications (1)

Publication Number Publication Date
CN220167127U true CN220167127U (en) 2023-12-12

Family

ID=89065528

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321299866.8U Active CN220167127U (en) 2023-05-26 2023-05-26 Novel prefabricated plate type balcony

Country Status (1)

Country Link
CN (1) CN220167127U (en)

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