CN208650446U - A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct - Google Patents
A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct Download PDFInfo
- Publication number
- CN208650446U CN208650446U CN201821192250.XU CN201821192250U CN208650446U CN 208650446 U CN208650446 U CN 208650446U CN 201821192250 U CN201821192250 U CN 201821192250U CN 208650446 U CN208650446 U CN 208650446U
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- Prior art keywords
- plug
- wall
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- steel slab
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 230000010412 perfusion Effects 0.000 claims abstract description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000006071 cream Substances 0.000 claims description 3
- 238000003786 synthesis reaction Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard constructs, and includes cast-in-place side bar, Cantilever Beams, two layers of plug-in wall, pre-embedded steel slab, angle cleat, rear pouring concrete layer, the plug-in wall of standard, containment member；Two layers of plug-in wall of L-type are mounted on Cantilever Beams, two layers of plug-in wall further include the reserved steel bar for having end to extend and are laid on two layers of plug-in wall and overhang the bottom pulp layer between top surface of the beam；Cantilever Beams are being provided with pre-embedded steel slab with two layers of plug-in wall junction, and the angle cleat connecting with two layers of plug-in wall screw is welded on pre-embedded steel slab；Gap perfusion between two layers of plug-in wall and cast-in-place side bar, which is built, rear pouring concrete layer, and rear pouring concrete layer wraps reserved steel bar and angle cleat at this；Two layers of plug-in wall are being provided with pre-embedded steel slab with the plug-in wall junction of standard, and the angle cleat connecting with the plug-in wall screw of standard is welded on pre-embedded steel slab；Slot ends between two layers of plug-in wall and the plug-in wall of standard are provided with containment member.
Description
Technical field
The utility model relates to two layers of plug-in wall of building structure field more particularly to a kind of clear-water concrete and standard are plug-in
Wall connecting node construction.
Background technique
Clear-water concrete is i.e. directly using the natural texture after concrete formation as the concrete of finishing effect.From previous generation
It records and starts to occur the twenties, till now, be widely used in various buildings, not only appearance is peculiar, but also environmental protection, low
Cost.Prefabricated fair-faced concrete exterior wall is one of building structure, however, the external wall structure company that occurs now and then in previous case
Connect insecure, the short problem of service life.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, it provides outside two layers of clear-water concrete a kind of
It hangs wall and the plug-in wall connecting node of standard constructs, construction error caused by which can avoid because of live pre-embedded steel slab deviation and apply
The repeated workload of every layer of work, and structure is simple, it is easy for construction.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: two layers of plug-in wall of clear-water concrete with
Standard plug-in wall connecting node construction, include cast-in-place side bar, Cantilever Beams, two layers of plug-in wall, pre-embedded steel slab, angle cleat, after
The plug-in wall of pouring concrete layer, standard, containment member；The cast-in-place side bar is two layers of top side rail configuration of building, the cast-in-place side bar
Top outer build has Cantilever Beams；Two layers of plug-in wall of L-type are mounted on the Cantilever Beams, which further includes having end
The reserved steel bar extended and the bottom pulp layer being laid between two layers of plug-in wall and overhanging top surface of the beam；The Cantilever Beams with two layers
Plug-in wall junction is provided with pre-embedded steel slab, and the angle cleat connecting with two layers of plug-in wall screw is welded on the pre-embedded steel slab；
Gap perfusion between two layers of plug-in wall and cast-in-place side bar, which is built, rear pouring concrete layer, which wraps
Reserved steel bar and angle cleat at this；The plug-in wall of the standard is built in two layers of plug-in wall top portion, the plug-in wall of the standard and two layers
There are one of gaps between plug-in wall；Two layers of plug-in wall is being provided with pre-embedded steel slab with the plug-in wall junction of standard, this is pre-
Bury the angle cleat for being welded on steel plate and connecting with the plug-in wall screw of standard；Between two layers of plug-in wall and the plug-in wall of standard
Slot ends are provided with containment member.
Preferably, the containment member is formed by elastoplastic stick stuff up a crack, then with synthesis polymeric seal cream filleting.
The beneficial effects of the utility model are: the structure can avoid because of construction error caused by live pre-embedded steel slab deviation and
It constructs every layer of repeated workload, and structure is simple, it is easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is connecting joint structure schematic diagram.
Wherein: 1 is cast-in-place side bar, and 2 be Cantilever Beams, and 3 be two layers of plug-in wall, and 4 be pre-embedded steel slab, and 5 be angle cleat, and 6 are
Pouring concrete layer afterwards, 7 be the plug-in wall of standard, and 8 be containment member, and 3-1 is reserved steel bar, and 3-2 is bottom pulp layer.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct, it include cast-in-place
Side bar 1,2, two layers of plug-in wall 3 of Cantilever Beams, pre-embedded steel slab 4, angle cleat 5, rear pouring concrete layer 6, the plug-in wall 7 of standard, sealing
Component 8；The cast-in-place side bar 1 is two layers of top side rail configuration of building, which has Cantilever Beams 2；Institute
It states and is mounted with two layers of L-type plug-in wall 3 on Cantilever Beams 2, this two layers plug-in wall 3 further include the reserved steel bar 3-1 for having end to extend
And the bottom pulp layer 3-2 being laid between two layers of plug-in wall 3 and 2 top surface of Cantilever Beams；The Cantilever Beams 2 connect with two layers of plug-in wall 3
The place of connecing is provided with pre-embedded steel slab 4, is welded on the pre-embedded steel slab 4 and two layers of bolted angle cleat 5 of plug-in wall 3；It is described
Gap perfusion between two layers of plug-in wall 3 and cast-in-place side bar 1, which is built, rear pouring concrete layer 6, which wraps
Reserved steel bar 3-1 and angle cleat 5 at this；The plug-in wall 7 of standard is built in two layers of plug-in 3 top of wall, the plug-in wall 7 of the standard
There are gaps together between two layers of plug-in wall 3；Two layers of plug-in wall 3 be provided with plug-in 7 junction of wall of standard it is pre-buried
Steel plate 4 is welded with and the bolted angle cleat 5 of the plug-in wall 7 of standard on the pre-embedded steel slab 4；Two layers of plug-in wall 3 and mark
Slot ends between quasi- plug-in wall 7 are provided with containment member 8.
When it is implemented, the containment member 8 is by elastoplastic stick stuff up a crack, then with synthesis polymeric seal cream filleting shape
At.
When practical operation, diameter 10mm, spacing 130mm reinforcing bar, after in-site installation is in place are reserved in two layers of plug-in 3 end of wall
Casting concrete is fixed.
Claims (2)
1. a kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct, it is characterised in that: include cast-in-place
Side bar, Cantilever Beams, two layers of plug-in wall, pre-embedded steel slab, angle cleat, rear pouring concrete layer, the plug-in wall of standard, containment member；Institute
Cast-in-place side bar is stated as two layers of top side rail configuration of building, which there are Cantilever Beams；On the Cantilever Beams
Be mounted with two layers of plug-in wall of L-type, two layers of plug-in wall further include the reserved steel bar for thering is end to extend and be laid on two layers it is plug-in
Bottom pulp layer between wall and overhanging top surface of the beam；The Cantilever Beams are being provided with pre-embedded steel slab with two layers of plug-in wall junction, this is pre-
Bury the angle cleat for being welded on steel plate and connecting with two layers of plug-in wall screw；Seam between two layers of plug-in wall and cast-in-place side bar
Gap perfusion, which is built, rear pouring concrete layer, which wraps reserved steel bar and angle cleat at this；The standard
Plug-in wall is built in two layers of plug-in wall top portion, and there are gaps together between the plug-in wall of the standard and two layers of plug-in wall；Described two layers
Plug-in wall is being provided with pre-embedded steel slab with the plug-in wall junction of standard, is welded on the pre-embedded steel slab and connects with the plug-in wall screw of standard
The angle cleat connect；Slot ends between two layers of plug-in wall and the plug-in wall of standard are provided with containment member.
2. two layers of plug-in wall of a kind of clear-water concrete according to claim 1 and the plug-in wall connecting node of standard construct,
Be characterized in that: the containment member is formed by elastoplastic stick stuff up a crack, then with synthesis polymeric seal cream filleting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821192250.XU CN208650446U (en) | 2018-07-25 | 2018-07-25 | A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821192250.XU CN208650446U (en) | 2018-07-25 | 2018-07-25 | A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650446U true CN208650446U (en) | 2019-03-26 |
Family
ID=65787047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821192250.XU Expired - Fee Related CN208650446U (en) | 2018-07-25 | 2018-07-25 | A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650446U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922360A (en) * | 2021-12-31 | 2022-08-19 | 赵鹏付 | Device for combining prefabrication and cast-in-place of roof cornice structure and construction method thereof |
| CN116290734A (en) * | 2023-04-06 | 2023-06-23 | 北京益汇达清水建筑工程有限公司 | Sliding connection method capable of reducing cracks of cast-in-situ bare concrete wall |
-
2018
- 2018-07-25 CN CN201821192250.XU patent/CN208650446U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922360A (en) * | 2021-12-31 | 2022-08-19 | 赵鹏付 | Device for combining prefabrication and cast-in-place of roof cornice structure and construction method thereof |
| CN116290734A (en) * | 2023-04-06 | 2023-06-23 | 北京益汇达清水建筑工程有限公司 | Sliding connection method capable of reducing cracks of cast-in-situ bare concrete wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190326 |