CN208650277U - It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node - Google Patents
It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node Download PDFInfo
- Publication number
- CN208650277U CN208650277U CN201821190505.9U CN201821190505U CN208650277U CN 208650277 U CN208650277 U CN 208650277U CN 201821190505 U CN201821190505 U CN 201821190505U CN 208650277 U CN208650277 U CN 208650277U
- Authority
- CN
- China
- Prior art keywords
- cast
- hung panel
- situ beam
- situ
- plate
- 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.)
- Expired - Fee Related
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model is provided and is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node, includes Cast-in-situ Beam, out-hung panel, rear pouring concrete layer, pre-embedded steel slab, liner plate, containment member；Cast-in-situ Beam further includes having the cast-in-situ floor built inwardly at the top of Cast-in-situ Beam, building the cantilevered plate built outward in the middle part of Cast-in-situ Beam in the Cast-in-situ Beam augmented portion of Cast-in-situ Beam bottom and build；Out-hung panel is articulated on cantilevered plate, which hangs on cantilevered plate, and the other end is connect with Cast-in-situ Beam augmented portion；Reserved steel bar and pre-buried angle steel are provided at out-hung panel top end face, which is connect with cantilevered plate by bar planting；Pouring concrete layer is cast at the top of out-hung panel between Cast-in-situ Beam afterwards, and wraps reserved steel bar and pre-buried angle steel；Cast-in-situ Beam augmented portion and out-hung panel joint face are provided with U-shaped pre-embedded steel slab, are welded with liner plate between two reserved steel plates；Containment member is filled between the pre-embedded steel slab of liner plate bottom in gap.
Description
Technical field
The utility model relates to building structure fields more particularly to a kind of prefabricated fair-faced out-hung panel and cast-in-place Cantilever Beams to connect
It connects and is constructed at node.
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, a kind of prefabricated fair-faced out-hung panel is provided
It is constructed at cast-in-place overhanging beam connecting node, the structure not only short construction period is easy for construction, and has preferable stable connection
Property.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: prefabricated fair-faced out-hung panel with it is cast-in-place
Overhang and constructed at beam connecting node, includes Cast-in-situ Beam, out-hung panel, rear pouring concrete layer, pre-embedded steel slab, liner plate, sealing structure
Part；The Cast-in-situ Beam further includes having the cast-in-situ floor built inwardly at the top of Cast-in-situ Beam, building in the cast-in-place of Cast-in-situ Beam bottom
The cantilevered plate that beam augmented portion and build are built outward in the middle part of Cast-in-situ Beam；The out-hung panel is articulated on cantilevered plate, should
Out-hung panel one end is hung on cantilevered plate, and the other end is connect with Cast-in-situ Beam augmented portion；It is arranged at the out-hung panel top end face
There are reserved steel bar and pre-buried angle steel, which is connect with cantilevered plate by bar planting；Pouring concrete layer is cast in outer after described
At the top of wallboard between Cast-in-situ Beam, and wrap reserved steel bar and pre-buried angle steel；The Cast-in-situ Beam augmented portion and plug-in wall
Plate joint face is provided with U-shaped pre-embedded steel slab, is welded with liner plate between two reserved steel plates；The pre-embedded steel slab of the liner plate bottom
Between containment member is filled in gap.
Preferably, the out-hung panel and overhanging top surface of the beam contact surface paving are coated with a layer concrete mortar.
Preferably, the containment member is blocked by polymer mortar, and formed with synthesis polymeric seal cream filleting.
The beneficial effects of the utility model are: the structure not only short construction period, easy for construction, and there is preferable connection
Stability.
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-situ Beam, and 2 be out-hung panel, and 3 be rear pouring concrete layer, and 4 be pre-embedded steel slab, and 5 be liner plate, and 6 be close
Component, 1-1 cast-in-situ floor are sealed, 1-2 is Cast-in-situ Beam augmented portion, and 1-3 is cantilevered plate, and 2-1 reserved steel bar, 2-2 is pre-buried angle steel.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
It include Cast-in-situ Beam as shown in Figure 1, being constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node
1, out-hung panel 2, rear pouring concrete layer 3, pre-embedded steel slab 4, liner plate 5, containment member 6；The Cast-in-situ Beam 1 further includes having from cast-in-place
Cast-in-situ floor 1-1 that the top of beam 1 is built inwardly, build 1 bottom of Cast-in-situ Beam Cast-in-situ Beam augmented portion 1-2 and build existing
Pour the cantilevered plate 1-3 that 1 middle part of beam is built outward；The out-hung panel 2 is articulated on cantilevered plate 1-3,2 one end of out-hung panel
It hangs on cantilevered plate 1-3, the other end is connect with Cast-in-situ Beam augmented portion 1-2；It is provided at 2 top end face of out-hung panel reserved
Reinforcing bar 2-1 and pre-buried angle steel 2-2, the pre-buried angle steel 2-2 are connect with cantilevered plate 1-3 by bar planting；Pouring concrete layer 3 pours after described
It builds between 2 top of out-hung panel and Cast-in-situ Beam 1, and wraps reserved steel bar 2-1 and pre-buried angle steel 2-2；The Cast-in-situ Beam increases
It mends part 1-2 and 2 joint face of out-hung panel is provided with U-shaped pre-embedded steel slab 4, be welded with liner plate 5 between two reserved steel plates 4；
Containment member 6 is filled between the pre-embedded steel slab 4 of 5 bottom of liner plate in gap.
When it is implemented, the out-hung panel 2 is coated with a layer concrete mortar with Cantilever Beams 1-3 top surface contact surface paving.
When it is implemented, the containment member 6 is blocked by polymer mortar, and with synthesis polymeric seal cream filleting shape
At.
When practical operation, it is additionally arranged at the bottom of bracket in cantilevered plate 1-3, reinforces cantilevered plate 1-3 safety of structure.Prefabricated plug-in wall
To having conserved main structure cantilevered plate 1-3 of completion slurries before 2 construction and installation of plate, when construction, can be directly placed at cantilevered plate 1-
On 3, without adding other strutting means.
Claims (3)
1. construction at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node, it is characterised in that: include Cast-in-situ Beam,
Out-hung panel, rear pouring concrete layer, pre-embedded steel slab, liner plate, containment member；The Cast-in-situ Beam further include have at the top of the Cast-in-situ Beam to
The cast-in-situ floor of inside build is built and is repaired outward in the middle part of Cast-in-situ Beam in the Cast-in-situ Beam augmented portion of Cast-in-situ Beam bottom and build
The cantilevered plate built；The out-hung panel is articulated on cantilevered plate, which hangs on cantilevered plate, the other end with it is cast-in-place
The connection of beam augmented portion；It is provided with reserved steel bar and pre-buried angle steel at the out-hung panel top end face, the pre-buried angle steel and overhanging
Plate is connected by bar planting；Pouring concrete layer is cast at the top of out-hung panel between Cast-in-situ Beam after described, and wraps reserved steel
Muscle and pre-buried angle steel；The Cast-in-situ Beam augmented portion and out-hung panel joint face are provided with U-shaped pre-embedded steel slab, two reserved steel
Liner plate is welded between plate；Containment member is filled between the pre-embedded steel slab of the liner plate bottom in gap.
2. it is constructed at a kind of prefabricated fair-faced out-hung panel according to claim 1 and cast-in-place overhanging beam connecting node, it is special
Sign is: the out-hung panel and overhanging top surface of the beam contact surface paving are coated with a layer concrete mortar.
3. it is constructed at a kind of prefabricated fair-faced out-hung panel according to claim 1 and cast-in-place overhanging beam connecting node, it is special
Sign is: the containment member is blocked by polymer mortar, and is formed with synthesis polymeric seal cream filleting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190505.9U CN208650277U (en) | 2018-07-25 | 2018-07-25 | It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190505.9U CN208650277U (en) | 2018-07-25 | 2018-07-25 | It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650277U true CN208650277U (en) | 2019-03-26 |
Family
ID=65786233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821190505.9U Expired - Fee Related CN208650277U (en) | 2018-07-25 | 2018-07-25 | It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650277U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512772A (en) * | 2019-09-26 | 2019-11-29 | 远大住宅工业（天津）有限公司 | The connecting node of out-hung panel and beam |
| CN112575906A (en) * | 2020-12-11 | 2021-03-30 | 中国建筑第五工程局有限公司 | Connection node of assembled structure |
| CN113585528A (en) * | 2021-09-07 | 2021-11-02 | 华侨大学 | Grouting joint bar compaction grouting sleeve precast concrete wall and construction method |
-
2018
- 2018-07-25 CN CN201821190505.9U patent/CN208650277U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512772A (en) * | 2019-09-26 | 2019-11-29 | 远大住宅工业（天津）有限公司 | The connecting node of out-hung panel and beam |
| CN112575906A (en) * | 2020-12-11 | 2021-03-30 | 中国建筑第五工程局有限公司 | Connection node of assembled structure |
| CN113585528A (en) * | 2021-09-07 | 2021-11-02 | 华侨大学 | Grouting joint bar compaction grouting sleeve precast concrete wall and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208650277U (en) | It is constructed at a kind of prefabricated fair-faced out-hung panel and cast-in-place overhanging beam connecting node | |
| US11384501B2 (en) | Method for sealing post-cast strip in foundation with no gap | |
| CN105862928B (en) | A kind of post-cast strip exterior wall advanced water-stopping processing structure and its construction technology | |
| CN110185135B (en) | Basement bottom plate and outer wall waterproof structure and construction method | |
| CN213952303U (en) | Basement outer wall post-cast strip assembled protection wall construction structures | |
| CN210066671U (en) | Novel rectangular gallery structure | |
| CN109930625A (en) | A kind of tower crane and its construction method | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN205063056U (en) | Anticorrosion structure of node is hung futilely to assembly type structure outer wall | |
| CN213174773U (en) | Support system is exempted from to tear open type post-cast strip structure | |
| CN207348229U (en) | A kind of connection structure of caisson and partition wall | |
| CN106836310B (en) | A kind of building basement external wall waterproof construction method | |
| CN213417904U (en) | Closed basement floor subsides post-cast strip structure in advance | |
| CN208650446U (en) | A kind of two layers of plug-in wall of clear-water concrete and the plug-in wall connecting node of standard construct | |
| CN208056126U (en) | A kind of connecting node construction of steel pipe bundle concrete walls and Base isolation system | |
| CN209243966U (en) | A kind of connecting node of heat-insulation wall plate | |
| CN204199324U (en) | Connecting reinforcement cage i iron in construction of diaphragm wall | |
| CN208039921U (en) | A kind of bathroom integrally backfills structure | |
| CN105178451A (en) | Corrosion-resistant structure of assembled building exterior wall dry hanging node and construction method of corrosion-resistant structure | |
| CN208685813U (en) | A kind of plug-in parapet connecting node construction of clear-water concrete | |
| CN213585061U (en) | Embedded part for discharging fresh water concrete of electrical embedded pipeline | |
| CN209670134U (en) | Assembled wall right angle connecting structure | |
| CN207194035U (en) | The constructing structure of the construction joint of basement bottom board and Side fascia | |
| CN207740017U (en) | The horizontally-spliced structure of precast assembly tunnel straight wall | |
| CN217078875U (en) | Basement post-cast strip seepage prevention structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190326 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |