CN214498027U - Assembled building superimposed sheet - Google Patents
Assembled building superimposed sheet Download PDFInfo
- Publication number
- CN214498027U CN214498027U CN202120425487.3U CN202120425487U CN214498027U CN 214498027 U CN214498027 U CN 214498027U CN 202120425487 U CN202120425487 U CN 202120425487U CN 214498027 U CN214498027 U CN 214498027U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- truss
- superimposed sheet
- disconnection
- sheet body
- 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
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The embodiment of the utility model provides an assembly type building superimposed sheet, include: superimposed sheet body, fixed truss body, hoisting point, reinforcing bar and a plurality of atress reinforcing bar of being provided with on the superimposed sheet body, the truss body includes a plurality of truss reinforcing bars, the truss reinforcing bar is in the superimposed sheet body is striden the disconnection of well position, reinforcing bar arranges in the superimposed sheet body is striden in truss reinforcing bar disconnection department, reinforcing bar with the truss reinforcing bar overlap joint of disconnection, it is a plurality of the atress reinforcing bar is arranged in the superimposed sheet is originally internal, reinforcing bar and a plurality of the atress reinforcing bar passes through concrete placement and is in the same place. The utility model provides an assembly type structure superimposed sheet, the later stage pipeline installation of being convenient for again is hoisted in the easy to assemble.
Description
Technical Field
The utility model relates to a building superimposed sheet technical field, in particular to assembled building superimposed sheet.
Background
The fabricated building has been widely developed due to its advantages of short construction period, low cost, etc. The development of the fabricated type facilitates the factory production of prefabricated parts, and the laminated slab is an important part of the factory production process.
In a conventional composite slab, the fixedly arranged truss reinforcing steel bars are continuous. After the composite slab is hoisted, the truss reinforcing steel bars do not play any role any more, and the traditional arrangement of the truss reinforcing steel bars easily causes great resource waste. And continuous truss reinforcing bar still can cause the influence for the pipeline installation of later stage, is unfavorable for the pipeline to carry out nimble effectual arrangement. When the pipeline installation appears alternately in later stage, the problem that superimposed sheet protective layer thickness is littleer can appear.
SUMMERY OF THE UTILITY MODEL
The utility model provides an assembly type structure superimposed sheet, the later stage pipeline installation of being convenient for again is hoisted in the easy to assemble.
In order to solve the technical problem, the utility model discloses a technical scheme does:
the embodiment of the utility model provides an assembly type building superimposed sheet, include: superimposed sheet body, fixed truss body, hoisting point, reinforcing bar and a plurality of atress reinforcing bar of being provided with on the superimposed sheet body, the truss body includes a plurality of truss reinforcing bars, the truss reinforcing bar is in the superimposed sheet body is striden the disconnection of well position, reinforcing bar arranges in the superimposed sheet body is striden in truss reinforcing bar disconnection department, reinforcing bar with the truss reinforcing bar overlap joint of disconnection, it is a plurality of the atress reinforcing bar is arranged in the superimposed sheet is originally internal, reinforcing bar and a plurality of the atress reinforcing bar passes through concrete placement and is in the same place.
Preferably, the distance L between two sections of truss steel bars disconnected at the midspan position of the laminated slab body is 500 mm.
Preferably, the reinforcing steel bars are three-level steel bars with the diameter of 10 mm.
Preferably, the number of the reinforcing bars is 2.
Preferably, the overlap length of the reinforcing steel bars and the broken truss steel bars is La, and La is 35 d.
Preferably, the number of the hanging points is 4, and the hanging points are respectively positioned at four corners of the laminated slab body.
Adopt above-mentioned technical scheme, arrange the truss reinforcing bar in the superimposed sheet body in through breaking, utilize reinforcing bar and atress reinforcing bar reinforcing strength, not only can practice thrift the reinforcing bar quantity, reduce material consumption, can also effectively solve superimposed sheet protective layer thickness because of the thickness that later stage pipeline installation caused problem on the small side. The structure design is simple, the cost is low, the construction is convenient, the universality is strong, and the practicability and the economical efficiency are strong.
Drawings
Fig. 1 is a schematic overall structural diagram of an assembly type building laminated slab according to an embodiment of the present invention;
fig. 2 is a schematic view of a structure of the assembly type building laminated slab according to an embodiment of the present invention in a direction of a-a;
fig. 3 is a schematic structural diagram of a direction B-B of the fabricated building composite slab according to an embodiment of the present invention.
Detailed Description
The following describes the present invention with reference to the accompanying drawings. It should be noted that the description of the embodiments is provided to help understanding of the present invention, but the present invention is not limited thereto. In addition, the technical features related to the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
In the description of the embodiments herein, "/" means "or" unless otherwise specified, for example, a/B may mean a or B; "and/or" herein is merely an association describing an associated object, and means that there may be three relationships, e.g., a and/or B, which may mean: a exists alone, A and B exist simultaneously, and B exists alone. In addition, in the description of the embodiments of the present application, "a plurality" means two or more than two.
In the following, the terms "first", "second" are used for descriptive purposes only and are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the embodiments of the present application, "a plurality" means two or more unless otherwise specified.
The embodiment of the utility model provides an assembled building superimposed sheet, as shown in fig. 1-3, include: superimposed sheet body 01, the fixed truss body 02 that is provided with on superimposed sheet body 01, hoisting point 03, reinforcing bar 04 and a plurality of atress reinforcing bar 05, truss body 02 includes a plurality of truss reinforcing bars 21, truss reinforcing bar 21 strides the well position disconnection at superimposed sheet body 01, reinforcing bar 04 arranges superimposed sheet body 01 in and strides, truss reinforcing bar 21 disconnection department, reinforcing bar 04 and the 21 overlap joint of truss reinforcing bar 21 of disconnection, in superimposed sheet body 01 is arranged in to a plurality of atress reinforcing bar 05, reinforcing bar 04 passes through concrete placement with a plurality of atress reinforcing bar 05 and is in the same place.
Adopt above-mentioned technical scheme, through breaking the truss reinforcing bar 21 of arranging in the superimposed sheet body, utilize reinforcing bar 04 and atress reinforcing bar 05 reinforcing strength, not only can practice thrift the reinforcing bar quantity, reduce material consumption, can also effectively solve superimposed sheet protective layer thickness because of the thickness that later stage pipeline installation caused little problem. The structure design is simple, the cost is low, the construction is convenient, the universality is strong, and the practicability and the economical efficiency are strong.
In a preferred embodiment, the distance L between two pieces of truss reinforcement 02 broken at the mid-span position of the composite slab body 01 is 500 mm.
In order to perform the reinforcing function, the reinforcing steel bars 04 are three-level steel bars with the diameter of 10mm as a preferred embodiment.
In order to provide a stable reinforcement, 2 reinforcing bars 04 are preferred.
In order to improve the overlapping effect and the stability, the reinforcing bars 04 overlap the broken truss bars 21 by a preferred length La, La being 35 d. Where d represents the rebar diameter.
In a preferred embodiment, the number of hanging points 03 is 4, and the hanging points are located at the four corners of the composite slab body 01. The hoisting can be carried out through the hoisting point.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made in the embodiments without departing from the principles and spirit of the invention, and the scope of the invention is to be accorded the full scope of the claims.
Claims (6)
1. A fabricated building composite, comprising: superimposed sheet body, fixed truss body, hoisting point, reinforcing bar and a plurality of atress reinforcing bar of being provided with on the superimposed sheet body, the truss body includes a plurality of truss reinforcing bars, the truss reinforcing bar is in the superimposed sheet body is striden the disconnection of well position, reinforcing bar arranges in the superimposed sheet body is striden in truss reinforcing bar disconnection department, reinforcing bar with the truss reinforcing bar overlap joint of disconnection, it is a plurality of the atress reinforcing bar is arranged in the superimposed sheet is originally internal, reinforcing bar and a plurality of the atress reinforcing bar passes through concrete placement and is in the same place.
2. The fabricated building composite of claim 1, wherein the distance L between two lengths of truss reinforcement broken at the mid-span position of the composite body is 500 mm.
3. The fabricated building composite of claim 1, wherein the reinforcing bars are tertiary bars having a diameter of 10 mm.
4. The fabricated building composite of claim 1, wherein the reinforcement bars are 2.
5. The fabricated building composite of claim 1, wherein the reinforcement rebar overlaps the disconnected truss rebar by a length La 35 d.
6. The fabricated building composite of any of claims 1-5, wherein the number of hanging points is 4, each located at a corner of the composite body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120425487.3U CN214498027U (en) | 2021-02-26 | 2021-02-26 | Assembled building superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120425487.3U CN214498027U (en) | 2021-02-26 | 2021-02-26 | Assembled building superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214498027U true CN214498027U (en) | 2021-10-26 |
Family
ID=78226560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120425487.3U Active CN214498027U (en) | 2021-02-26 | 2021-02-26 | Assembled building superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214498027U (en) |
-
2021
- 2021-02-26 CN CN202120425487.3U patent/CN214498027U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211114235U (en) | Superimposed shear wall | |
| KR101178381B1 (en) | Steel-concrete hybrid column using square shaped steel pipe and manufacturing method thereof | |
| CN110469001B (en) | Superimposed shear wall and construction method thereof | |
| CN108316466B (en) | Prefabricated bay window component, assembled bay window node structure and construction method thereof | |
| WO2024016411A1 (en) | Composite floor system for boxboard prefabricated building, and mounting method therefor | |
| CN212026779U (en) | Building node structure of assembled full-prefabricated floor slab and supporting member | |
| CN216516297U (en) | Superimposed shear wall concrete slab's connecting piece and superimposed shear wall | |
| CN214498027U (en) | Assembled building superimposed sheet | |
| CN113089885A (en) | Light-duty combination shear wall of cold-formed steel | |
| CN211341416U (en) | Module assembling type component beam | |
| CN210316187U (en) | Prefabricated slab with weight reduction component applied to prefabricated building | |
| CN217079165U (en) | Prefabricated component connected node | |
| CN217811844U (en) | Light thin composite floor slab with enhanced bending rigidity | |
| WO2022161085A1 (en) | Equivalent steel concrete precast column and construction method therefor | |
| CN212427670U (en) | Sandwich wall and connecting structure thereof | |
| CN209723346U (en) | A kind of firm energy-saving building laminated floor slab | |
| CN211286164U (en) | Self-compaction regeneration block concrete superimposed shear wall | |
| CN108797313B (en) | Prefabricated bridge arch box and assembling method thereof | |
| KR101921834B1 (en) | Steel-Concrete Hybrid Column Using Deck Plate | |
| CN205617659U (en) | Brick -tape net | |
| CN217053953U (en) | Building node structure with notch assembled full-prefabricated floor slab and supporting members | |
| CN211499482U (en) | Reinforcing steel bar layer positioned at external corner part | |
| CN205224267U (en) | Cast -in -place mould shell ribbed floor combines steel core concrete column system | |
| CN212427796U (en) | Prefabricated floor slab | |
| CN216949007U (en) | Multi-steel web concrete flange combined prestressed concrete laminated slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |