CN212200935U - Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node - Google Patents
Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node Download PDFInfo
- Publication number
- CN212200935U CN212200935U CN201922188062.0U CN201922188062U CN212200935U CN 212200935 U CN212200935 U CN 212200935U CN 201922188062 U CN201922188062 U CN 201922188062U CN 212200935 U CN212200935 U CN 212200935U
- Authority
- CN
- China
- Prior art keywords
- wall panel
- node
- external wall
- embedded part
- side fascia
- 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
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses an assembled steel construction concrete side fascia and node. The external wall panel is a light concrete external wall panel, wherein a curtain wall main keel embedded part is arranged in the external wall panel, and the fixed end of the curtain wall main keel embedded part is exposed out of one side of the light concrete external wall panel; the outer wall panel is internally provided with a node hook embedded part, and the fixed end of the node hook embedded part is exposed out of the other side of the lightweight concrete outer wall panel. Assembled steel construction's couple formula lightweight concrete side fascia that has compound curtain main joist, the on-the-spot welding operation is few, has reduced high altitude welding operation, has realized the full-assembling of construction, and for traditional connected mode, simple structure simultaneously, the installation rate increases by a wide margin, and the efficiency of construction is high, and bearing capacity also improves by a wide margin moreover.
Description
Technical Field
The utility model belongs to the technical field of building structure enclosure component, concretely relates to assembled steel construction concrete side fascia warp and node.
Background
The existing standard regulation and the more assembly type steel structure external keel structure practice applied in the engineering are mostly after the installation of the wallboard is completed, the main keel is fixed on the main structure, and the auxiliary keel is installed on the main keel and used for hanging the curtain wall. The prior art process is complicated, and installation time is longer, and is not high to wallboard and major structure connected node bearing capacity's requirement.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects, the utility model provides an assembled steel construction concrete side fascia, assembled steel construction girder steel and connected node and construction method thereof.
In order to achieve the purpose, the assembled steel structure concrete external wall panel is a lightweight concrete external wall panel, wherein a curtain wall main keel embedded part is arranged in the external wall panel, and the fixed end of the curtain wall main keel embedded part is exposed at one side of the lightweight concrete external wall panel; the outer wall panel is internally provided with a node hook embedded part, and the fixed end of the node hook embedded part is exposed out of the other side of the lightweight concrete outer wall panel.
In order to achieve the purpose, the utility model discloses assembled steel construction girder steel the roof beam correspond side fascia one side and be provided with the assembly node that is used for hanging and puts the side fascia.
The assembly node comprises an upper hanging plate used for limiting the upper hanging piece of the upper external wall panel and a lower hanging plate used for bearing the upper hanging piece of the lower external wall panel.
Wherein, the beam is an H-shaped steel beam; the node comprises two node plates arranged between flange plates on one side of the H-shaped steel beam at intervals, and the upper hanging plate is arranged at the upper position between the two node plates; the lower hanging plate is arranged at the position which is lower between the two gusset plates.
In order to achieve the purpose, the separated connecting node for connecting the assembly type steel structure steel beam and the external wall panel comprises the assembly type steel structure steel beam and the assembly type steel structure concrete external wall panel;
the fixed end of the node hook embedded part is a hook, and the upper end and/or the lower end of the external wall panel are/is hung on the assembly node of the assembly type steel structure steel beam through the hook.
Assembled steel construction's couple formula lightweight concrete side fascia that has compound curtain main joist, the on-the-spot welding operation is few, has reduced high altitude welding operation, has realized the full-assembling of construction, and for traditional connected mode, simple structure simultaneously, the installation rate increases by a wide margin, and the efficiency of construction is high, and bearing capacity also improves by a wide margin moreover.
Drawings
Fig. 1 is a schematic structural diagram of embodiment 1 of the present invention.
Fig. 2 is a schematic cross-sectional view of embodiment 2 of the present invention.
Fig. 3 is a side view of fig. 2.
Fig. 4 is a schematic structural diagram of a connection node according to embodiment 3 of the present invention.
Fig. 5 is a partially enlarged schematic view of fig. 4.
Detailed Description
The present invention will be further described with reference to the accompanying drawings
Example 1
As shown in fig. 1, the assembled steel structure concrete external wall panel of the present invention is a lightweight concrete external wall panel 11, wherein a curtain wall main keel embedded part 12 is disposed in the external wall panel, and a fixed end of the curtain wall main keel embedded part is exposed at one side of the lightweight concrete external wall panel for fixing a curtain wall main keel 14; a node hook embedded part 13 is arranged in the external wall panel, and the fixed end of the node hook embedded part is exposed out of the other side of the lightweight concrete external wall panel and is used for fixing a node hook 15.
Example 2
The utility model discloses assembled steel construction girder steel the roof beam correspond side fascia one side and be provided with the assembly node that is used for hanging and puts the side fascia.
The assembly node comprises an upper hanging plate used for limiting the upper hanging piece of the upper external wall panel and a lower hanging plate used for bearing the upper hanging piece of the lower external wall panel.
Wherein, the beam is an H-shaped steel beam; the node comprises two node plates arranged between flange plates on one side of the H-shaped steel beam at intervals, the upper hanging plate is arranged at the position above the two node plates, and the upper hanging plate can be made of angle steel as shown in figure 2; the lower hanging plate is arranged at the lower position between the two gusset plates and is preferably welded on the upper surface of the lower flange plate.
Example 3
As shown in fig. 4 and 5, the assembled steel structural steel beam of the present invention is a separate connection node for connecting an assembled steel structural steel beam with an external wall panel, and the assembled steel structural steel beam is the assembled steel structural steel beam of embodiment 2; the external wallboard is the fabricated steel structure concrete external wallboard described in embodiment 1;
the fixed end of the node hook embedded part is a hook 15, the upper end and/or the lower end of the external wall panel is hung on an upper hanging plate and a lower hanging plate of an assembly node of the assembly steel structural steel beam through the hook, wherein the upper hanging plate is arranged at the upper position between the two node panels, and as shown in fig. 2, the upper hanging plate can be made of angle steel; and the lower hanging plate is arranged at the lower position between the two gusset plates and is preferably welded on the upper surface of the lower flange plate.
Example 4
The construction method of the fabricated steel structural steel beam with the external wall panel of the embodiment comprises the following steps:
1) preparing an assembly node on the assembly type steel structure steel beam 2;
2) preparing a lightweight concrete external wall panel 11 with a hook embedded part 13 and a curtain wall main keel embedded part 12;
3) welding a curtain wall main keel 14 and a curtain wall main keel embedded part 13; the hook 15 is welded with the hook embedded part 13;
4) and (3) hanging the lightweight concrete external wall panel with the curtain wall main keel on an upper hanging plate made of angle steel and/or a lower hanging plate made of a vertical plate.
Claims (4)
1. The assembled steel structure concrete external wall panel is characterized in that the external wall panel is a lightweight concrete external wall panel, wherein a curtain wall main keel embedded part is arranged in the external wall panel, and the fixed end of the curtain wall main keel embedded part is exposed out of one side of the lightweight concrete external wall panel; the outer wall panel is internally provided with a node hook embedded part, and the fixed end of the node hook embedded part is exposed out of the other side of the lightweight concrete outer wall panel.
2. The assembled steel structural steel beam is characterized in that an assembling node for hanging an external wall panel is arranged on one side of the beam corresponding to the external wall panel; the assembly node including be used for carrying on spacing last link plate to last side fascia under the pendant for carry out the lower link plate of bearing to the last pendant of side fascia down.
3. An assembled steel structural beam as claimed in claim 2 wherein said beam is an H-beam; the node comprises two node plates arranged between flange plates on one side of the H-shaped steel beam at intervals, and the upper hanging plate is arranged at the upper position between the two node plates; the lower hanging plate is arranged at the position which is lower between the two gusset plates.
4. A hanger type lightweight concrete external wall panel node comprising the fabricated steel structural steel beam of claim 2 and the fabricated steel structural concrete external wall panel of claim 1;
the fixed end of the node hook embedded part is a hook, and the upper end and/or the lower end of the external wall panel are/is hung on the assembly node of the assembly type steel structure steel beam through the hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922188062.0U CN212200935U (en) | 2019-12-09 | 2019-12-09 | Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922188062.0U CN212200935U (en) | 2019-12-09 | 2019-12-09 | Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212200935U true CN212200935U (en) | 2020-12-22 |
Family
ID=73805788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922188062.0U Expired - Fee Related CN212200935U (en) | 2019-12-09 | 2019-12-09 | Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212200935U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777994A (en) * | 2019-12-09 | 2020-02-11 | 中冶建筑研究总院有限公司 | Assembled steel structure concrete external wall panel, node and construction method thereof |
-
2019
- 2019-12-09 CN CN201922188062.0U patent/CN212200935U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777994A (en) * | 2019-12-09 | 2020-02-11 | 中冶建筑研究总院有限公司 | Assembled steel structure concrete external wall panel, node and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202324340U (en) | Combined type large steel-pipe truss | |
| CN103669574A (en) | Building frame system and assembly method thereof | |
| CN212200935U (en) | Assembled steel structure concrete side fascia, assembled steel structure girder steel and couple formula lightweight concrete side fascia node | |
| CN113833107A (en) | Conversion truss and welding method of truss nodes thereof | |
| CN211200882U (en) | Steel construction conversion layer furred ceiling | |
| CN104060841A (en) | Large-span steel girder installation construction method | |
| CN110670803A (en) | Half-box half-truss structure | |
| CN107217796B (en) | Strong supporting and safe assembled steel structure parapet | |
| CN215406908U (en) | Support metal construction in dysmorphism canopy | |
| CN108979152A (en) | Fetal membrane and its construction method for the high-altitude segmented assembly of large span steel truss | |
| CN211257308U (en) | Assembled steel structure beam column connected node | |
| CN110777994A (en) | Assembled steel structure concrete external wall panel, node and construction method thereof | |
| CN210164039U (en) | Steel skeleton structure house | |
| CN206581398U (en) | A kind of attachment structure of 3D building modules Z-type keel wall and beam | |
| CN106320515A (en) | Prefabricated house and mounting method thereof | |
| CN202990206U (en) | Assembled skeleton clerestory | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN212926641U (en) | Assembled metal modeling fixing system for splicing connection surfaces of public space wall and roof | |
| CN218667895U (en) | Integrally-assembled steel structure hanging column system | |
| CN216476339U (en) | Auxiliary platform for supporting high-altitude concrete girder template | |
| CN220336399U (en) | Profile steel construction platform for high-altitude overhanging | |
| CN216195911U (en) | Corridor suspended ceiling | |
| CN210393419U (en) | Multifunctional integrated ALC zero-splicing fast hoisting frame | |
| CN219411759U (en) | Assembled lower hanging operation platform based on sliding mode lifting system | |
| CN111088849A (en) | Truss type integral floor structure and column connecting node and assembling method thereof |
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: 20201222 Termination date: 20211209 |