CN204139327U - Gas concrete out-hung panel waves node - Google Patents
Gas concrete out-hung panel waves node Download PDFInfo
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- CN204139327U CN204139327U CN201420439432.8U CN201420439432U CN204139327U CN 204139327 U CN204139327 U CN 204139327U CN 201420439432 U CN201420439432 U CN 201420439432U CN 204139327 U CN204139327 U CN 204139327U
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Abstract
What the utility model discloses the plug-in wall of a kind of gas concrete waves node, comprise built-in fitting and angle iron connecting piece, built-in fitting comprises two junction steel plates and 4 anchor bars, junction steel plate is welded on aerated concrete panel transversely distributed steelbar, then makes two pieces of junction steel plates and gas concrete cage of reinforcement form an entirety by 4 anchor bars.Built-in fitting is connected with angle iron connecting piece by 4 bolts, and angle iron connecting piece has 1 elongated hole groove and 4 circular holes, and in addition the knuckle place of angle steel is welded with triangular reinforced plate, and elongated hole groove can be set a roof beam in place with body frame with bolt and is connected.The utility model, based on the thought of " waving node ", adopt the form that built-in fitting and sliding node combine, during earthquake, gas concrete out-hung panel can be free to slide with stratified deformation thus avoid brisance significantly and be delivered to aerated concrete wall, good seismic performance, easy construction, is applicable to the popularization of industrialized house.
Description
Technical field
The utility model relates to gas concrete out-hung panel, is specifically related to gas concrete out-hung panel and waves node and construction method.
Background technology
Steam-pressing aero-concrete is a kind of porous light concrete, it is main raw material(s) by siliceous material (as quartz, flyash, blast-furnace cinder etc.) and calcareous material (cement, lime), add appropriate foaming agent (as aluminium powder), through preparing burden, stirring, build, foam, cut, a kind of New Building Materials of steam press maintenance.Comparing other materials has from heavy and light, and refractoriness is good, and sound insulation is good, good processability, the advantages such as good heat insulating.
Although out-hung panel is as nonload bearing element in constructure body structure, it uses the security performance of constructure body structure still has material impact.Under geological process, plug-in wall likely can destroy and come off, thus causes serious infringement.China is one of country of taking place frequently of earthquake disaster in the world, and the big and medium-sized cities of 80% are in the district that provides fortification against earthquakes, and therefore anti-seismic performance is that out-hung panel must not an irrespective key factor.
Traditional architecture engineering space enclosing structure is wished closely to be connected with structural element all the time in building use procedure, is not collapsed, do not damage, try hard to space enclosing structure and structural element to be coupled to an entirety inflexibly under being based upon the globality prerequisite ensureing body of wall.Such way cannot solve the problem that the lower space enclosing structure of the effect such as strong wind, seismic forces is not damaged.So in steel house, the type of node connector and arrangement form are most important to space enclosing structure safety.Node is according to being rigidly connected, then the anti-relative storey displacement poor-performing of cladding panel, shock resistance can not ensure.Therefore the connection of side fascia and steel work should adopt and has flexibly connecting of certain deformability, enable wallboard commensurate structure distortion better.
Usually, in gas concrete processing technology, sheet material build shaping before, arranging in sheet material two-layerly independently has the steel mesh reinforcement formed by longitudinal reinforcement and horizontal tension rib, but two-layer independent steel mesh reinforcement easily easily offsets in sheet material casting process.
In sum, there is certain shortcoming in connected mode and the bar frame form of now widely used gas concrete out-hung panel and constructure body structure, limits the industrialization promotion of aerated concrete wall in opening in high-rise residential buildings.Therefore be necessary to design a kind of novel cladding panel connected node, overcome the technical disadvantages in existing aerated concrete wall connection procedure.
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, the problem of the easy slippage of two-layer independent bar frame that traditional aerated concrete panel is arranged.
In order to solve the problems of the technologies described above, the technical solution adopted in the present invention be provide the plug-in wall of a kind of gas concrete based on built-in fitting and sliding node thought wave node, comprising:
Built-in fitting and angle iron connecting piece, built-in fitting comprises two junction steel plates and 4 anchor bars.Junction steel plate is wherein welded on aerated concrete panel transversely distributed steelbar, then makes two pieces of junction steel plates and gas concrete cage of reinforcement form an entirety by 4 anchor bars; And built-in fitting is connected with angle iron connecting piece by bolt.Angle iron connecting piece has elongated hole groove, circular hole, triangular reinforced plate.Wherein bolt to be set a roof beam in place with body frame by elongated hole groove and is connected, and bolt is connected with built-in fitting junction plate by circular hole.
Wave in node above-mentioned, described angle steel with horixmtal long hole groove, circular hole.Wherein elongated hole groove can meet the needs of relative storey displacement, and circular hole is to use bolt connecting angle connector and built-in fitting.
Wave in node above-mentioned, the knuckle place of described angle steel is welded with triangular reinforced plate
Wave in node above-mentioned, described built-in fitting is with 4 dowels and 2 pieces of junction steel plates.Junction steel plate is welded on aerated concrete panel transversely distributed steelbar, then makes two pieces of junction steel plates and gas concrete cage of reinforcement form an entirety by 4 anchor bars.
Accompanying drawing explanation
Fig. 1 be in the utility model gas concrete out-hung panel wave node structure schematic diagram;
Fig. 2 is the schematic diagram of angle iron connecting piece in the utility model;
Fig. 3 is built-in fitting schematic diagram in the utility model;
Fig. 4 is that in the utility model, built-in fitting arranges schematic diagram on bar frame.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail.
As shown in Figure 1, the gas concrete out-hung panel that the utility model provides wave node, comprise angle iron connecting piece 12, bolt 33, bolt 34, bolt 35 and built-in fitting 21.
Built-in fitting 21 is welded on the distribution reinforcement on the bar frame of gas concrete 32 li, be with one end of 4 circular holes 23 to be connected with built-in fitting 21 with bolt 35 by bolt 34 in angle iron connecting piece 12, the other end is connected to body frame by bolt 33 and elongated hole groove 11 and sets a roof beam in place on 31.
As shown in Figure 2, connector 12 is with 1 elongated hole groove, 11,1 strengthening steel slab 13 and 4 circular holes 23.The knuckle place of angle steel is welded with triangular reinforcing plate 13.
As shown in Figure 3, built-in fitting comprises 2 junction plates 21 and 4 anchor bars 22.Wherein on junction plate with 4 screwed holes 23, junction plate is connected by welding on the transversely distributed steelbar on aerated concrete panel bar frame.Anchor bar 22 is connected together two pieces of junction plates 23 by welding.Built-in fitting is connected with angle iron connecting piece bolt by 4 bolts hole 23.
As shown in Figure 4, in gas concrete 32, the junction plate 21 of built-in fitting is linked together by the form of 4 spot welding in plate width position placed in the middle and transversely distributed steelbar.In like manner can obtain, junction plate the same manner of another side is connected on cage of reinforcement.
Obtained by above-mentioned, the concrete construction method that gas concrete out-hung panel waves node is as follows:
First, what gas concrete out-hung panel 32 adopted is the gas concrete out-hung panel of the A3.5 intensity being of a size of 600mm × 300mm × 3000mm, and connecting bolt 33 is M15mm × 30mm, and bolt 34 and bolt 35 are M10mm × 40mm.This node planar can produce slippage, and when load is excessive, angle iron connecting piece can produce slippage protection gas concrete out-hung panel.
Then, be that the built-in fitting junction plate 21 of 20mm is welded on gas concrete cage of reinforcement transversely distributed steelbar by being of a size of 150mm × 150mm thickness; Be 10mm with 4 diameters, length is that 250mm anchor bar is welded together for two pieces of junction plates 21.Junction plate 21 gets out 4 diameters is the 10mm degree of depth is the bolt hole 23 of 15mm.Last built-in fitting should do antirust treatment.
Angle iron connecting piece 12 is the hot rolling equal angle steels being of a size of ∠ 100mm × 100mm × 10mm.One end of angle iron connecting piece gets out the elongated hole groove 11 of 60mm × 15mm, the other end gets out the circular hole 14 that 4 diameters are 10mm.Then one end of the band circular hole 14 of angle iron connecting piece 12 and built-in fitting are bolted together.The knuckle place of angle iron connecting piece 12 is welded with the right-angled triangle gusset plate 13 being of a size of 50mm × 50mm.
When earthquake, aerated concrete panel can wave along being free to slide about elongated hole groove direction, 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 " waving node "; adopt built-in fitting and wave the form that node combines; 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) common gas concrete sheet material arranges the two-layer steel mesh reinforcement be independently made up of reinforcing bar.There is globality difference, the easy slippage of lower floor's bar frame, the shortcomings such as amount of deflection is larger in this system at present.The utility model is connected upper and lower two-layer bar frame by 4 anchor bars with two pieces of junction steel plates, thus forms cage of reinforcement.
(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 (4)
1. gas concrete out-hung panel wave node, it is characterized in that, comprising:
Built-in fitting comprises 2 junction steel plates and 4 anchor bars, and junction steel plate is welded on aerated concrete panel lateral arrangement reinforcing bar, then makes two pieces of junction steel plates and gas concrete cage of reinforcement form an entirety by 4 anchor bars,
Angle iron connecting piece has the elongated hole groove of level, and described angle iron connecting piece is fixed on body frame sets a roof beam in place through described elongated hole groove by bolt, and the other end of described angle iron connecting piece, with circular hole, is connected by bolt and described pre-buried junction steel plate.
2. wave node as claimed in claim 1, it is characterized in that, described angle iron connecting piece is with elongated hole groove and circular hole.
3. wave node as claimed in claim 1, it is characterized in that, the knuckle place of described angle iron connecting piece is welded with triangular reinforced plate.
4. wave node as claimed in claim 1, it is characterized in that, the junction steel plate of described built-in fitting is welded on aerated concrete panel transversely distributed steelbar, then makes two pieces of junction steel plates and gas concrete cage of reinforcement form an entirety by 4 anchor bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420439432.8U CN204139327U (en) | 2014-08-06 | 2014-08-06 | Gas concrete out-hung panel waves node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420439432.8U CN204139327U (en) | 2014-08-06 | 2014-08-06 | Gas concrete out-hung panel waves node |
Publications (1)
| Publication Number | Publication Date |
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| CN204139327U true CN204139327U (en) | 2015-02-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420439432.8U Expired - Fee Related CN204139327U (en) | 2014-08-06 | 2014-08-06 | Gas concrete out-hung panel waves node |
Country Status (1)
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| CN (1) | CN204139327U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297954A (en) * | 2015-10-30 | 2016-02-03 | 山东大学 | Steel frame building wall with damping joints and construction method thereof |
| CN106337528A (en) * | 2015-07-16 | 2017-01-18 | 卓达新材料科技集团有限公司 | Prefabricated interior wallboard |
| CN106351393A (en) * | 2015-07-16 | 2017-01-25 | 卓达新材料科技集团有限公司 | Prefabricated panel and wall body structure |
| CN107227817A (en) * | 2017-07-20 | 2017-10-03 | 北京建筑大学 | A kind of assembled heat insulation air entrained concrete combined wall board and preparation method thereof |
| CN107574990A (en) * | 2017-10-16 | 2018-01-12 | 浙江风尚建材股份有限公司 | A kind of compound integrated wall system of environmental type and preparation method thereof |
| CN108894427A (en) * | 2018-09-04 | 2018-11-27 | 李予新 | A kind of lightweight concrete external wallboard and its installation method of included installation part |
| 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 |
| CN109898712A (en) * | 2019-04-04 | 2019-06-18 | 沈阳建筑大学 | The connection structure and method of prefabricated concrete sandwich insulation exterior wall plate and steel frame |
| CN110206147A (en) * | 2019-06-19 | 2019-09-06 | 中国航空规划设计研究总院有限公司 | The more high-rise assembling type steel structure systems and construction method of additional exterior wall horizontal rigidity |
| CN111456255A (en) * | 2019-01-22 | 2020-07-28 | 其士(建筑)有限公司 | Connector for steel module assembling member and concrete structure |
| CN115450350A (en) * | 2022-09-15 | 2022-12-09 | 中国建筑第八工程局有限公司 | Flexibly connected inner partition wall structure and mounting method thereof |
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2014
- 2014-08-06 CN CN201420439432.8U patent/CN204139327U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351393B (en) * | 2015-07-16 | 2019-03-15 | 卓达新材料科技集团有限公司 | Prefabricated panel and wall body structure |
| CN106337528A (en) * | 2015-07-16 | 2017-01-18 | 卓达新材料科技集团有限公司 | Prefabricated interior wallboard |
| CN106351393A (en) * | 2015-07-16 | 2017-01-25 | 卓达新材料科技集团有限公司 | Prefabricated panel and wall body structure |
| CN105297954B (en) * | 2015-10-30 | 2017-10-10 | 山东大学 | Steel framed building wall and its construction method with damping node |
| CN105297954A (en) * | 2015-10-30 | 2016-02-03 | 山东大学 | Steel frame building wall with damping joints and construction method thereof |
| CN107227817A (en) * | 2017-07-20 | 2017-10-03 | 北京建筑大学 | A kind of assembled heat insulation air entrained concrete combined wall board and preparation method thereof |
| CN107574990A (en) * | 2017-10-16 | 2018-01-12 | 浙江风尚建材股份有限公司 | A kind of compound integrated wall system of environmental type and preparation method thereof |
| 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 |
| CN108894427A (en) * | 2018-09-04 | 2018-11-27 | 李予新 | A kind of lightweight concrete external wallboard and its installation method of included installation part |
| CN111456255A (en) * | 2019-01-22 | 2020-07-28 | 其士(建筑)有限公司 | Connector for steel module assembling member and concrete structure |
| CN109898712A (en) * | 2019-04-04 | 2019-06-18 | 沈阳建筑大学 | The connection structure and method of prefabricated concrete sandwich insulation exterior wall plate and steel frame |
| CN109898712B (en) * | 2019-04-04 | 2023-10-13 | 沈阳建筑大学 | Connecting structure and method for prefabricated concrete sandwich heat-insulating external wall panel and steel frame |
| CN110206147A (en) * | 2019-06-19 | 2019-09-06 | 中国航空规划设计研究总院有限公司 | The more high-rise assembling type steel structure systems and construction method of additional exterior wall horizontal rigidity |
| CN115450350A (en) * | 2022-09-15 | 2022-12-09 | 中国建筑第八工程局有限公司 | Flexibly connected inner partition wall structure and mounting method thereof |
| CN115450350B (en) * | 2022-09-15 | 2024-03-12 | 中国建筑第八工程局有限公司 | Flexibly connected inner partition wall structure and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150204 Termination date: 20190806 |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| DD01 | Delivery of document by public notice |
Addressee: Chen Boshan Document name: Notice of termination of patent |
|
| DD01 | Delivery of document by public notice |