CN213946929U - Autoclaved aerated concrete piping distribution plate - Google Patents
Autoclaved aerated concrete piping distribution plate Download PDFInfo
- Publication number
- CN213946929U CN213946929U CN202022649978.4U CN202022649978U CN213946929U CN 213946929 U CN213946929 U CN 213946929U CN 202022649978 U CN202022649978 U CN 202022649978U CN 213946929 U CN213946929 U CN 213946929U
- Authority
- CN
- China
- Prior art keywords
- aerated concrete
- autoclaved aerated
- reinforcing
- piping
- arrangement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses an evaporate and press aerated concrete piping arrangement of reinforcement board is including evaporating aerated concrete slab, arrangement of reinforcement and piping, the arrangement of reinforcement with the piping sets up and together plays the effect of skeleton reinforcing in evaporating aerated concrete slab, satisfies the panel atress requirement. The utility model discloses an evaporate and press aerated concrete piping to join in marriage gusset has the effect of arrangement of reinforcement reinforcing, and inner structure tensile strength is high, and can reserve the position for later stage circuit, and the inner space configuration is accurate and reasonable, has saved the pre-buried threading pipe of secondary, has saved fluting and repair operation, has saved the material, and total application cost reduces, and the installation is convenient, and construction speed is fast, and no dust pollution has improved the degree of assembling of panel, is green construction product.
Description
Technical Field
The utility model belongs to the technical field of building material, concretely relates to evaporate and press aerated concrete piping and join in marriage gusset.
Background
The existing building often uses concrete plates as wall materials, the traditional concrete plates are provided with reinforcing steel bars with the thickness of 4mm-10mm, the whole plates are solid, an embedded electric water pipe needs to be reserved in the plate wall in a construction site, grooves and holes need to be dug manually, dust is large, pollution is particularly large, and the operation environment is severe; after the pre-embedding is finished, a large amount of repair mortar is needed to be leveled; the whole workload is large, and the construction speed is low during construction; and the quality of the drilled holes is uneven due to different skill levels of various workers, and the drilled holes are easy to crack particularly in repair. The autoclaved aerated concrete slab is needed, so that grooving and repairing operations can be greatly reduced, and pre-embedding of electric water reservation can be conveniently carried out.
SUMMERY OF THE UTILITY MODEL
The utility model discloses develop one kind and evaporate and press aerated concrete piping and join in marriage gusset, join in marriage the hollow tube through inside, the hollow tube together plays the effect of skeleton reinforcing with traditional reinforcing bar, guarantees the atress requirement of panel, and the hollow tube can be used to wear the electric wire simultaneously to the technical problem that the aforesaid provided can directly be assembled to the on-the-spot processing that need not.
The utility model discloses a technical means as follows: the rib plate for the autoclaved aerated concrete pipe comprises an autoclaved aerated concrete slab, a rib and a pipe, wherein the rib and the pipe are arranged in the autoclaved aerated concrete slab.
Further, in the technical scheme, the structure comprises an autoclaved aerated concrete slab, a reinforcing bar and a pipe, wherein the reinforcing bar and the pipe are arranged in the autoclaved aerated concrete slab.
Further, in the above technical solution, the piping is a metal pipe, a plastic pipe or a polyester pipe.
Further, in the above technical scheme, the reinforcing bars are reinforcing steel bars.
Further, in the above technical solution, the number of the reinforcing bars is one or more, one layer or multiple layers, and the number of the pipes is one or more, one layer or multiple layers, which can be uniformly arranged, and can be arbitrarily combined according to the situation.
Further, in the above technical solution, the lengths of each of the reinforcing bars and the piping may be the same or different.
Further, in the above technical solution, a plurality of reinforcing ribs arranged in parallel are respectively connected to each of the pipes and each of the reinforcing ribs, and each of the reinforcing ribs is perpendicular to each of the pipes and each of the reinforcing ribs.
Furthermore, in the technical scheme, the junction box can be embedded in the autoclaved aerated concrete slab.
The utility model has the advantages that:
(1) the utility model discloses an evaporate and press aerated concrete piping and join in marriage gusset, can reserve the position for later stage circuit, and the internal space configuration is accurate and reasonable, and the internal surface is smooth, even;
(2) the autoclaved aerated concrete piping reinforcing plate of the utility model has the advantages of convenient installation, direct assembly, high construction speed and no pollution;
(3) the utility model discloses an evaporate and press aerated concrete piping and join in marriage gusset, inner structure tensile strength is high, and long service life can not produce the crackle.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic diagram of a reinforcing plate structure of an autoclaved aerated concrete pipe in embodiment 1 of the present invention;
FIG. 2 is a schematic side view of a rib plate of the autoclaved aerated concrete piping according to embodiment 1 of the present invention;
FIG. 3 is a schematic side view of a rib plate of an autoclaved aerated concrete pipe according to embodiment 2 of the present invention;
FIG. 4 is a schematic side view of a rib plate of an autoclaved aerated concrete pipe according to embodiment 3 of the present invention;
fig. 5 is a schematic diagram of a structure of an autoclaved aerated concrete pipe reinforcing plate in embodiment 4 of the present invention.
In the figure: 1. the autoclaved aerated concrete slab comprises an autoclaved aerated concrete slab 2, a piping 3, a reinforcing bar 4, a reinforcing rib 5 and a junction box.
Detailed Description
In the following description of the present invention, it is to be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Example 1
As shown in fig. 1 and 2, the rib plate for the autoclaved aerated concrete pipe comprises an autoclaved aerated concrete slab 1, a rib 3 and a pipe 2, wherein the rib 3 and the pipe 2 are arranged in the autoclaved aerated concrete slab 1.
Further, in the above technical solution, the piping 2 is a metal pipe, a plastic pipe or a polyester pipe.
Furthermore, in the technical scheme, the reinforcing bars 3 are reinforcing steel bars, and the hollow pipes and the reinforcing steel bars jointly play a skeleton role and meet the stress requirement.
Further, in the above technical solution, the number of the reinforcing bars 3 is one or more, one layer or multiple layers, and the number of the pipes 2 is one or more, one layer or multiple layers, which can be uniformly arranged, and can be arbitrarily combined according to the situation.
Further, in the above technical solution, the lengths of each of the reinforcing bar 3 and the pipe 2 may be the same or different. Further, in the above technical solution, a plurality of reinforcing ribs 4 arranged in parallel are respectively connected to each of the pipes 2 and each of the reinforcing ribs 3, and each of the reinforcing ribs 4 is respectively perpendicular to each of the pipes 2 and each of the reinforcing ribs 3.
Example 2
As shown in fig. 3, the number of the reinforcing bars 3 is one or more, one layer or multiple layers, and the number of the pipes 2 is one or more, one layer or multiple layers, which can be uniformly arranged and can be arbitrarily combined according to the situation. Different from embodiment 1, the combination mode of this embodiment can adjust the position of the steel pipe according to the actual threading position requirement, and has no influence on the stress.
Example 3
As shown in fig. 4, the number of the reinforcing bars 3 is one or more, one layer or multiple layers, and the number of the pipes 2 is one or more, one layer or multiple layers, which can be uniformly arranged and can be arbitrarily combined according to the situation. Different from embodiment 1, the combination mode of this embodiment can adjust the position of the steel pipe according to the actual threading position requirement, and has no influence on the stress.
Example 4
As shown in fig. 5, a junction box 5 can be embedded in the autoclaved aerated concrete slab 1.
Since the technical scheme is used, the utility model relates to an evaporate and press aerated concrete piping and join in marriage gusset can be accurate and reasonable for later stage circuit reservation position, and the inner space configuration, and interior surface is smooth, even, and the installation is convenient, can directly assemble, and the construction speed is fast, and is pollution-free, and inner structure tensile strength is high, and long service life can not produce the crackle. The utility model is suitable for a building material technical field has wide application prospect.
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 (7)
1. The utility model provides an evaporate and press aerated concrete piping and join in marriage gusset which characterized in that: the reinforcement bar and the pipe are arranged in the autoclaved aerated concrete slab.
2. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the tubing is a metal tube, a plastic tube or a polyester tube.
3. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the reinforcing bars are reinforcing steel bars.
4. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the number of the reinforcing ribs is one or more, one layer or multiple layers, the number of the tubing is one or more, one layer or multiple layers, the arrangement is uniform, and the reinforcing ribs can be combined randomly according to the situation.
5. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the lengths of the reinforcing bars and the tubing are consistent or inconsistent.
6. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the reinforcing ribs are connected with the distribution pipes and the reinforcing ribs respectively, and the reinforcing ribs are perpendicular to the distribution pipes and the reinforcing ribs respectively.
7. The rib plate for the autoclaved aerated concrete pipe according to claim 1, wherein: the junction box can be embedded in the autoclaved aerated concrete slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022649978.4U CN213946929U (en) | 2020-11-16 | 2020-11-16 | Autoclaved aerated concrete piping distribution plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022649978.4U CN213946929U (en) | 2020-11-16 | 2020-11-16 | Autoclaved aerated concrete piping distribution plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213946929U true CN213946929U (en) | 2021-08-13 |
Family
ID=77209012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022649978.4U Active CN213946929U (en) | 2020-11-16 | 2020-11-16 | Autoclaved aerated concrete piping distribution plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213946929U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113878706A (en) * | 2021-08-23 | 2022-01-04 | 中交第四公路工程局有限公司 | Concrete slab piping integration forming device |
-
2020
- 2020-11-16 CN CN202022649978.4U patent/CN213946929U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113878706A (en) * | 2021-08-23 | 2022-01-04 | 中交第四公路工程局有限公司 | Concrete slab piping integration forming device |
| CN113878706B (en) * | 2021-08-23 | 2022-09-13 | 中交第四公路工程局有限公司 | Concrete slab piping integration forming device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP3218530U (en) | Central assembly steel structure | |
| CN101100887B (en) | Method for manufacturing light concrete composite wall plate | |
| CN106284846B (en) | A kind of assembled steel reinforced concrete-constituted pile and system, construction method using the column | |
| KR101182536B1 (en) | Prefabricated double wall precast concrete pannel having surface material, reinforcing rod according to the purpose | |
| CN105863110A (en) | Modular assembling type cold-bent thin-wall type steel wall board structural system | |
| CN203420403U (en) | Infilled wall construction structure based on wire box and wire tube mounting precasting building blocks | |
| CN108277887A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN102877646A (en) | Method for building grouted overlapping assembly type reinforced concrete shear wall structure | |
| CN204059760U (en) | A kind of square steel post post core self-compacting concrete pouring construction structure | |
| CN213946929U (en) | Autoclaved aerated concrete piping distribution plate | |
| CN205776884U (en) | A kind of assembled Novel light wall body | |
| CN107100316A (en) | Assembled low energy consumption integrated wall | |
| CN101538911A (en) | A construction system for improvement on buildings | |
| CN204343442U (en) | A kind of prefabricated assembling type reinforced concrete air-condition plate | |
| CN217711934U (en) | Air supply seat mounting structure | |
| CN206916998U (en) | A kind of frame joint assembled wall body construction | |
| CN207419699U (en) | A kind of energy-saving and environment-friendly industrialization prefabricated buildings structure | |
| CN100392197C (en) | Ribbed grid-like reinforced concrete shear wall and making method thereof | |
| CN211923636U (en) | Prefabricated plate reinforcing apparatus | |
| CN210288947U (en) | Wall surface installation system for assembled ceramic tile concrete composite board | |
| CN207812479U (en) | A kind of prefabricated case change basis | |
| CN210659110U (en) | Assembly type overhead ground installation system of ceramic tile concrete composite board | |
| CN211037527U (en) | Take vertical connected node structure of floor is assembled to full assembled of hidden beam | |
| CN210421631U (en) | Round steel pipe column ultra-light concrete prefabricated fireproof structure | |
| CN100392198C (en) | Precast hollow unit type cast-in-situ reinforced concrete vacuum floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |