CN204662699U - Gas concrete out-hung panel built-in fitting slippage node - Google Patents
Gas concrete out-hung panel built-in fitting slippage node Download PDFInfo
- Publication number
- CN204662699U CN204662699U CN201520160757.7U CN201520160757U CN204662699U CN 204662699 U CN204662699 U CN 204662699U CN 201520160757 U CN201520160757 U CN 201520160757U CN 204662699 U CN204662699 U CN 204662699U
- Authority
- CN
- China
- Prior art keywords
- fitting
- built
- gas concrete
- node
- connector
- 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
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses the built-in fitting slippage node of the plug-in wall of a kind of gas concrete, comprise pre-buried rectangular steel plates, connector and angle steel.Built-in fitting steel plate, from threaded hole, to be welded on cage of reinforcement and the form be bolted connects body frame sets a roof beam in place.Realize " flexibility " to connect.Described connector is " S " shape steel plate, and wherein one end is the rectangular slab being with vertical elongated hole groove, and the other end is by being solder-connected in main body with angle steel.The utility model, based on the thought of " convenience ", " safety ", " economy ", " slip ", adopt the form that built-in fitting and sliding connector combine, during earthquake, gas concrete cladding panel can vertically be free to slide, thus avoids making side fascia be subject to excessive load.Construction is simple, solves current traditional gas concrete node Problems existing, is convenient to the industrialization promotion of green walling.
Description
Technical field
The utility model belongs to the realm of building construction, relates to a kind of gas concrete cladding panel node, and what be specifically related to is a kind of novel embedded part slippage node.
Background technology
Gas concrete is a kind of porous light concrete, belongs to the category of foam concrete.It uses material (as quartz, flyash, granulated blast-furnace slag, iron tailings, shale etc.) and calcareous material (as lime, cement etc.) to be raw material; add appropriate air entrained agent, through a kind of New Building Materials that the operations such as levigate, batching, stirring, cast, foaming, cutting and autoclave curing produce.It can double as insulation and load-bearing material, is one of ideal energy-saving material of current energy scarcity epoch.
Gas concrete has good thermal and insulating performance: the pyroconductivity of gas concrete is only 1/10th of ordinary concrete.Gas concrete has certain heat-resisting and good fire resistance: gas concrete be heated to there will be when more than 80 ~ 100 DEG C shrink and cracking, but can not intensity be lost before 700 DEG C.Gas concrete belongs to non-combustible material.
Aerated concrete wall panel, due to plurality of advantages such as its quality are light, intensity is high, structural performance is good, quick and easy for installation, becomes the main fender member in steel structure technique, is being widely used on multilayer and nigh-level synthesis more and more.All there is stronger ruinous earthquake in China's overwhelming majority area.Earthquake shows, is destroyed from great building is easier than the little building of deadweight.In building structure, adopt steam-pressing aero-concrete material as the supporting member of agent structure or packing material, maintenance materials, significantly can reduce the deadweight of building, and can building requirements be met, there is obvious advantage.Under earthquake and wind action, frame construction can deform and the certain relative storey displacement requirement of demand fulfillment.The connection of aerating wall board and agent structure should be considered guaranteeing the reliability of ultimate bearing capacity of joints, on the basis of safety, ensure simultaneously aerating wall board connected node planar rotatably and ductility, to guarantee that aerating wall board can adapt to the relative storey displacement of agent structure different directions, meet the requirement of agent structure story drift under different anti-seismic fortification intensity.
In sum, there is certain shortcoming in the connected mode of now widely used gas concrete out-hung panel and constructure body structure.Therefore, enhance product performance further, research and develop Novel connection node structure, the application of research steam-pressing aero-concrete out-hung panel in highrise building is very important.
Utility model content
Easily destroy time technical problem to be solved in the utility model is the connected node earthquake connecting gas concrete out-hung panel and constructure body structure.Tradition aerated concrete panel gib headed bolt node, easily forms heat bridge owing to having run through thickness of slab, have impact on the heat-insulating property of body of wall.
In order to solve the problems of the technologies described above, the technical solution adopted in the present invention is the slippage node providing the plug-in wall of a kind of gas concrete based on built-in fitting and sliding node thought, comprising:
Pre-buried rectangular steel plates, connector and angle steel.Built-in fitting steel plate, from threaded hole, to be welded on cage of reinforcement and the form be bolted connects body frame sets a roof beam in place.Realize " flexibility " to connect.Described connector is " S " shape steel plate, and wherein one end is the rectangular slab being with vertical elongated hole groove, and the other end is by being solder-connected in main body with angle steel.
Wave in node above-mentioned, described built-in fitting steel plate center is with threaded hole.
Wave in node above-mentioned, the vertical elongated hole groove of described connector band, wherein elongated hole groove can meet the needs of relative storey displacement.
Accompanying drawing explanation
Fig. 1 is the node schematic diagram of gas concrete out-hung panel in the utility model.
Fig. 2 is the built-in fitting schematic diagram of gas concrete out-hung panel in the utility model;
Fig. 3 is connector and the angle steel schematic diagram of gas concrete out-hung panel in the utility model
Fig. 4 is the position schematic diagram of built-in fitting in aerating plate in the utility model;
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail
As shown in Figure 1, the built-in fitting slippage node of the gas concrete out-hung panel that the utility model provides, comprises built-in fitting 11, " S " type connector 21 and angle steel 23.
Built-in fitting 11 is welded on the bar frame 32 of gas concrete cladding panel 31.The wherein threaded circular hole in built-in fitting center, and be connected with " S " type connector 21 by shank of bolt 14.The vertical elongated hole groove of one end band of connector 21, the other end is connected with one end of angle steel 23 by welding, and angle steel 23 is wherein welded on the i-shaped beams 41 of main body frame.
As shown in Figure 2, built-in fitting 11 center is threaded hole 12.Lag bolt 13 is wherein welded to after on cage of reinforcement at built-in fitting, is screwed in bolt hole 12, thus avoids the destruction of gas concrete bolt hole in steam press maintenance process.After maintenance completes, knock gas concrete topping above built-in fitting open.Lag bolt 13 is back-outed, with stay bolt 14 be screwed into substitute and with steel plate 11 reinforcement of weld.
As shown in Figure 3, " S " type connector 21 one end is with vertical elongated hole groove 22, and the other end welds with angle steel 23.Angle steel 23 is wherein welded on main body frame i-shaped beams 41.
As shown in Figure 4, the center of pre-buried middle aerated concrete panel 31 thickness direction of built-in fitting 11, and weld with cage of reinforcement 32.
Obtained by above-mentioned, the concrete construction method of gas concrete out-hung panel built-in fitting slippage node is as follows:
First, what gas concrete out-hung panel 31 adopted is the gas concrete of the A3.5 intensity being of a size of 600mm × 300mm × 3500mm.Then, be that the built-in fitting junction plate 11 of 10mm is welded on gas concrete cage of reinforcement 32 genesis analysis reinforcing bar by being of a size of 80mm × 80mm thickness.Screwed hole 12 diameter at built-in fitting 11 center is wherein 12mm.Then, till using the lag bolt 13 of M12 × 20 to be screwed into the screwed hole 12 of built-in fitting 11, finally overall antirust treatment is done to built-in fitting and cage of reinforcement.After High Temperature Curing aerated concrete panel, knock the topping on built-in fitting top open, lag bolt 13 of back-outing, be screwed into stay bolt 14 reinforcement of weld that model is M12 × 50 subsequently.
" S " connector 21 is the Q235 level steel plate of size 80mm × 150mm thickness 8mm, and wherein elongated hole groove 22 is of a size of 14mm × 50mm.Built-in fitting 11 is connected with connector 21 by stay bolt 14, and the connector other end is connected with angle steel 23.Described angle steel 23 is of a size of the hot rolling equal angle steel of ∠ 100mm × 100mm × 10mm.
When earthquake, aerated concrete panel freely up and down can slide along elongated hole groove direction and wave, therefore can be considered " waving node ".The demand that when can meet earthquake, story drift is larger.Therefore connected node is not easy to destroy, good seismic performance.
The scheme that the utility model provides, has following significant advantage:
(1) the utility model is based on the thought of " economy " " safety " " slip "; adopt the form that built-in fitting and sliding node combine; the connection of gas concrete out-hung panel can be realized easily; and there is when earthquake larger relative storey displacement value, protect plug-in aerated concrete wall.
(2) the utility model improves connected node intensity by built-in fitting.
(3) by the form of built-in fitting, substantially increase cladding panel node strength, and node construction is convenient, is convenient to industrialization promotion.
The utility model is not limited to above-mentioned preferred forms, and anyone should learn the structure change made under enlightenment of the present utility model, and every have identical or close technical scheme with the utility model, all falls within protection domain of the present utility model.
Claims (3)
1. gas concrete out-hung panel built-in fitting slippage node, is characterized in that, comprising:
Pre-buried rectangular steel plates, from threaded hole, be welded on cage of reinforcement and be connected body frame with connector by bolt and to set a roof beam in place angle steel, realize " flexibility " connection;
Connector, be " S " shape steel plate, one end is the rectangular slab being with vertical elongated hole groove, and the other end is by being solder-connected in main body with angle steel.
2. built-in fitting slippage node as claimed in claim 1, is characterized in that, described built-in fitting is rectangular steel plates and is connected with gas concrete cage of reinforcement by welding, steel plate with threaded hole centered by described built-in fitting.
3. built-in fitting slippage node as claimed in claim 1, it is characterized in that, one end of described " S " shape steel plate is the steel plate being with vertical elongated hole groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520160757.7U CN204662699U (en) | 2015-03-23 | 2015-03-23 | Gas concrete out-hung panel built-in fitting slippage node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520160757.7U CN204662699U (en) | 2015-03-23 | 2015-03-23 | Gas concrete out-hung panel built-in fitting slippage node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204662699U true CN204662699U (en) | 2015-09-23 |
Family
ID=54133094
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520160757.7U Expired - Fee Related CN204662699U (en) | 2015-03-23 | 2015-03-23 | Gas concrete out-hung panel built-in fitting slippage node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204662699U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065676A (en) * | 2016-08-05 | 2016-11-02 | 青岛理工大学 | Novel external wallboard joint and construction method |
| CN107246089A (en) * | 2017-07-28 | 2017-10-13 | 江苏沪宁钢机股份有限公司 | Smooth, the safety-type assembling type steel structure exterior wall of one kind construction |
| CN107268803A (en) * | 2017-07-18 | 2017-10-20 | 吉林建筑大学 | Only there is the connection method of flat out of plane constraint a kind of out-hung panel bottom to wallboard |
| CN108978949A (en) * | 2018-08-30 | 2018-12-11 | 河北建筑工程学院 | The plug-in filling wall construction system of steel frame, assembled filled-in panel and construction method |
| CN110258815A (en) * | 2019-05-31 | 2019-09-20 | 南京长江都市建筑设计股份有限公司 | Rotary precast concrete out-hung panel connecting joint structure and construction method in steel construction |
| CN111502073A (en) * | 2020-05-25 | 2020-08-07 | 徐州工程学院 | Aerated concrete wallboard connecting mechanism and method |
| CN112049323A (en) * | 2019-06-05 | 2020-12-08 | 李志强 | Modularized autoclaved aerated concrete slab |
-
2015
- 2015-03-23 CN CN201520160757.7U patent/CN204662699U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065676A (en) * | 2016-08-05 | 2016-11-02 | 青岛理工大学 | Novel external wallboard joint and construction method |
| CN106065676B (en) * | 2016-08-05 | 2018-08-17 | 青岛理工大学 | Novel external wallboard joint and construction method |
| CN107268803A (en) * | 2017-07-18 | 2017-10-20 | 吉林建筑大学 | Only there is the connection method of flat out of plane constraint a kind of out-hung panel bottom to wallboard |
| CN107268803B (en) * | 2017-07-18 | 2023-03-14 | 吉林建筑大学 | Connecting method for external wall board with out-of-plane constraint on wall board only at bottom end |
| CN107246089A (en) * | 2017-07-28 | 2017-10-13 | 江苏沪宁钢机股份有限公司 | Smooth, the safety-type assembling type steel structure exterior wall of one kind construction |
| CN107246089B (en) * | 2017-07-28 | 2022-11-11 | 江苏沪宁钢机股份有限公司 | Smooth, safe type assembled steel construction outer wall of structure |
| CN108978949A (en) * | 2018-08-30 | 2018-12-11 | 河北建筑工程学院 | The plug-in filling wall construction system of steel frame, assembled filled-in panel and construction method |
| CN108978949B (en) * | 2018-08-30 | 2023-08-04 | 新疆中鼎建设集团有限公司 | Steel frame externally-hung filling wall structure system, assembled filling wallboard and construction method |
| CN110258815A (en) * | 2019-05-31 | 2019-09-20 | 南京长江都市建筑设计股份有限公司 | Rotary precast concrete out-hung panel connecting joint structure and construction method in steel construction |
| CN112049323A (en) * | 2019-06-05 | 2020-12-08 | 李志强 | Modularized autoclaved aerated concrete slab |
| CN111502073A (en) * | 2020-05-25 | 2020-08-07 | 徐州工程学院 | Aerated concrete wallboard connecting mechanism and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204662699U (en) | Gas concrete out-hung panel built-in fitting slippage node | |
| CN204139327U (en) | Gas concrete out-hung panel waves node | |
| CN204804109U (en) | Outer wall hanging plate straight peen of aerated concrete node that slides | |
| CN103821265B (en) | The Self-resetting energy dissipation node of gas concrete out-hung panel and construction method thereof | |
| CN102155070B (en) | Heat-preserving and fire-proof composite plate with light weight and producing method thereof | |
| CN208934197U (en) | The plug-in filling wall construction system of steel frame and assembled filled-in panel | |
| CN105971189A (en) | Precast concrete sandwich cladding wall panel provided with ribs | |
| CN204386018U (en) | Autoclaved aerated concrete slabs steel sheet arrangement of reinforcement | |
| CN206289884U (en) | A kind of heat insulation integrated light roof board of fabricated construction | |
| CN103195190A (en) | Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof | |
| CN206448386U (en) | A kind of light insulating wall construction | |
| CN104032895A (en) | Disassembly-free high-performance cement mortar template heat-preservation recycled concrete L-shaped column and manufacturing method | |
| CN110578388A (en) | High-performance autoclaved aerated concrete slab parapet structure of prefabricated building | |
| CN207331960U (en) | The passive room node of steel construction dry-hung plate Curtain Wall | |
| CN109881799A (en) | A kind of super low energy consumption steel construction heat-preserving building system | |
| CN106639051B (en) | Steel-building block combined beam for outer leaf wall of block building | |
| CN205100426U (en) | Novel wallboard convenient to installation | |
| CN203977623U (en) | The assembled wall that lattice light steel frame combines with light concrete masonry | |
| CN203320691U (en) | Light steel and concrete house building system | |
| CN207260427U (en) | Light steel composite thermo-insulating wall board | |
| CN107235695A (en) | A kind of wall thermal insulation board | |
| CN206458003U (en) | A kind of complex heat-preservation slope roof surface board | |
| CN207332030U (en) | Carrying wall between the incomparable steel column of pin-connected panel | |
| CN104018602A (en) | Foamed concrete I-shaped energy-saving load bearing wall with externally covered steel wire mesh mortar boards and manufacturing method of load bearing wall | |
| CN205242690U (en) | Evaporate aerated concrete wall body self preservation temperature system of pressing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Chen Boshan Document name: Notice of termination of patent |
|
| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20200323 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |