CN204662670U - Assembled architecture wallboard and floor socket riveting tenon one body node - Google Patents
Assembled architecture wallboard and floor socket riveting tenon one body node Download PDFInfo
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- CN204662670U CN204662670U CN201520359118.3U CN201520359118U CN204662670U CN 204662670 U CN204662670 U CN 204662670U CN 201520359118 U CN201520359118 U CN 201520359118U CN 204662670 U CN204662670 U CN 204662670U
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- prefabricated panel
- shearing groove
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Abstract
A kind of assembled architecture wallboard and floor socket riveting tenon one body node, upper prefabricated panel bottom is embedded with PK box, shearing groove is reserved with under PK box, lower prefabricated panel top is embedded with screw mandrel and is reserved with shearing groove, precast floor slab is reserved with through hole, when connection is installed, the screw mandrel on lower prefabricated panel top passes the through hole of precast floor slab, extend in the pre-buried PK box in prefabricated panel bottom, pass through cushion block, nut screwing clamping is fixed, upper prefabricated panel bottom shearing groove, precast floor slab through hole, the connection space of lower prefabricated panel top shearing groove is inject mortar to tamp the overall shear connector solidifying aftershaping.It is high that the utility model not only connects node structure intensity, and anti-shear ability is strong, can effectively resist the natural calamities such as earthquake, hurricane, mud-rock flow, significant increase assembled architecture quality and technical performance.
Description
Technical field
The utility model belongs to construction engineering technical field, is specifically related to a kind of assembled architecture wallboard and floor sockets riveting tenon one body node.
Background technology
Total prefabricated construction is built relative to traditional Cast-in-situs type, a technical much progress beyond doubt, the prefabricated units factorial praluction of total prefabricated construction, Assembling, thus can realize prefabricated units standardization, quality controllable, efficient quick, save material, avoid waste, production scene and job site non-environmental-pollution.Prefabricated units are connected with prefabricated units bolt, and structural strength is high, and construction quality is good.But when meeting the force majeure natural calamities such as earthquake, hurricane, mud-rock flow, landslide, flood, its connecting bolt, by horizontal, oblique significant shear power effect, is easily cut off, therefore its antidetonation, shearing resistance, against natural disaster ability need to be strengthened further.
Summary of the invention
Technical problem to be solved in the utility model is: solve above-mentioned prior art Problems existing, and provide a kind of assembled architecture wallboard and floor to socket riveting tenon one body node, building quality standard can not only be reached, socket node structure intensity high, and anti-shear ability is strong, can effectively resist the natural calamities such as earthquake, hurricane, mud-rock flow, significant increase assembled architecture quality and technical performance.
The technical solution adopted in the utility model is:
A kind of assembled architecture wallboard and floor socket riveting tenon one body node, include prefabricated panel, precast floor slab, lower prefabricated panel, described upper prefabricated panel bottom is embedded with PK box, shearing groove is reserved with under PK box, described lower prefabricated panel top is embedded with screw mandrel and is reserved with shearing groove, precast floor slab is reserved with the through hole corresponding with described screw mandrel, upper prefabricated panel, precast floor slab, when lower prefabricated panel connects successively up and down, the pre-buried screw mandrel in lower prefabricated panel top is through the through hole of precast floor slab, extend in the pre-buried PK box in prefabricated panel bottom, by assembling cushion block in screw mandrel termination, nut screwing clamping is fixed, upper prefabricated panel bottom shearing groove, precast floor slab through hole, the connection space of lower prefabricated panel top shearing groove is inject mortar to tamp the overall shear connector solidifying aftershaping.
In technique scheme, injecting in the connection space of the shearing groove of described upwards prefabricated panel bottom, the through hole of precast floor slab, the shearing groove of lower prefabricated panel that mortar tamps is inject mortar from the PK box connecting hole of upper prefabricated panel bottom to tamp.
In technique scheme, the shearing groove on described lower prefabricated panel top is the square groove that Open Side Down, and the shearing groove of described upper prefabricated panel bottom is the square groove of opening upwards.
The total prefabricated construction of utility model is the new technology that the Ministry of Construction of China applies, and the whole factory normalization of its prefabricated units is produced, quality controllable, during assembling, between prefabricated units, bolt is connected and fixed, and tightening force is good, structural strength is high, connect reliable, meet building quality standard requirement, site assembly is without the need to setting up scaffold and cast template, very big saving construction cost, particularly avoid environment pollution and waste of raw materials, the construction period is short, and construction speed greatly improves.The utility model on this basis, PK box is not only embedded with in the bottom of upper prefabricated panel, and shearing groove is reserved with under PK box, be embedded with screw mandrel on the top of lower prefabricated panel and be reserved with shearing groove, correspond, precast floor slab is reserved with through hole, lower prefabricated panel, precast floor slab, when upper prefabricated panel three installs connection, the pre-buried screw mandrel of lower prefabricated panel is through the through hole of precast floor slab extends in the pre-buried PK box in prefabricated panel bottom, pass through nut again, pad is tightened fixing, then inject mortar from the connecting hole of PK box to tamp, namely become after solidifying and connect upper prefabricated panel, precast floor slab, the strong power key integrative-structure of lower prefabricated panel three.Like this, not only go up prefabricated panel, precast floor slab, bolt screw mandrel is had to socket between lower prefabricated panel three fixing, structural strength is high, meet national building quality standard, and the more important thing is that the utility model forms a concrete shear key between three, this shear connector structure intensity is high, firm solid, contact surface is large, effectively absorb and consume the transverse direction between connected prefabricated units, oblique shear power, in generation earthquake, hurricane, during the natural calamities such as mud-rock flow, its shear energy is consumed by concrete shear key of the present utility model and absorbs, can not be delivered on prefabricated units and connecting bolt thereof, even if concrete shear key is sheared power and smashes, in fragmentation process, its shearing impact power is consumed, absorb, powder after smashing still can absorb various shearing impact energy, ensure that building structure main body is not destroyed.Therefore, the utility model effectively can resist the invasion and attack of the force majeure natural calamities such as earthquake, hurricane, mud-rock flow, greatly improves construction quality and the technical performance of assembled architecture.
Accompanying drawing explanation
Fig. 1 is the utility model embodiment 1 inner partition plate and floor connection structure schematic diagram;
Fig. 2 is the embodiment of the present invention 2 side fascia and floor connection structure schematic diagram.
Description of reference numerals:
The upper prefabricated panel of 1-, 2-precast floor slab, prefabricated panel under 3-, 4-shearing groove, 5-PK box, 6-through hole, 7-screw mandrel, 8-nut, the overall native shear connector of 9-.
Detailed description of the invention
See Fig. 1, a kind of assembled architecture wallboard of the present utility model and floor socket riveting tenon one body node, include prefabricated panel, precast floor slab, lower prefabricated panel, described upper prefabricated panel bottom is embedded with PK box, shearing groove is reserved with under PK box, described lower prefabricated panel top is embedded with screw mandrel and is reserved with shearing groove, precast floor slab is reserved with the through hole corresponding with described screw mandrel, upper prefabricated panel, precast floor slab, when lower prefabricated panel connects successively up and down, the pre-buried screw mandrel in lower prefabricated panel top is through the through hole of precast floor slab, extend in the pre-buried PK box in prefabricated panel bottom, by assembling cushion block in screw mandrel termination, nut screwing clamping is fixed, upper prefabricated panel bottom shearing groove, precast floor slab through hole, the connection space of lower prefabricated panel top shearing groove is inject mortar to tamp the overall shear connector solidifying aftershaping.
Injecting in the connection space of the shearing groove of above-mentioned upwards prefabricated panel bottom, the through hole of precast floor slab, the shearing groove of lower prefabricated panel that mortar tamps is inject mortar from the PK box connecting hole of upper prefabricated panel bottom to tamp.
The shearing groove on above-mentioned lower prefabricated panel top is the square groove that Open Side Down, and the shearing groove of described upper prefabricated panel bottom is the square groove of opening upwards.
Claims (3)
1. an assembled architecture wallboard and floor socket riveting tenon one body node, include prefabricated panel, precast floor slab, lower prefabricated panel, it is characterized in that, described upper prefabricated panel bottom is embedded with PK box, shearing groove is reserved with under PK box, described lower prefabricated panel top is embedded with screw mandrel and is reserved with shearing groove, precast floor slab is reserved with the through hole corresponding with described screw mandrel, upper prefabricated panel, precast floor slab, when lower prefabricated panel connects successively up and down, the pre-buried screw mandrel in lower prefabricated panel top is through the through hole of precast floor slab, extend in the pre-buried PK box in prefabricated panel bottom, by assembling cushion block in screw mandrel termination, nut screwing clamping is fixed, upper prefabricated panel bottom shearing groove, precast floor slab through hole, the connection space of lower prefabricated panel top shearing groove is inject mortar to tamp the overall shear connector solidifying aftershaping.
2. assembled architecture wallboard according to claim 1 and floor socket riveting tenon one body node, it is characterized in that, injecting in the connection space of the shearing groove of described upwards prefabricated panel bottom, the through hole of precast floor slab, the shearing groove of lower prefabricated panel that mortar tamps is inject mortar from the PK box connecting hole of upper prefabricated panel bottom to tamp.
3. assembled architecture wallboard according to claim 1 and floor socket riveting tenon one body node, it is characterized in that, the shearing groove on described lower prefabricated panel top is the square groove that Open Side Down, and the shearing groove of described upper prefabricated panel bottom is the square groove of opening upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520359118.3U CN204662670U (en) | 2015-05-29 | 2015-05-29 | Assembled architecture wallboard and floor socket riveting tenon one body node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520359118.3U CN204662670U (en) | 2015-05-29 | 2015-05-29 | Assembled architecture wallboard and floor socket riveting tenon one body node |
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| Publication Number | Publication Date |
|---|---|
| CN204662670U true CN204662670U (en) | 2015-09-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520359118.3U Active CN204662670U (en) | 2015-05-29 | 2015-05-29 | Assembled architecture wallboard and floor socket riveting tenon one body node |
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| CN (1) | CN204662670U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831816A (en) * | 2015-05-29 | 2015-08-12 | 长沙远大住宅工业集团有限公司 | Fabricated building wallboard and floor pull-connecting and tenon-riveting integrated joint and construction method thereof |
| CN110344512A (en) * | 2019-07-26 | 2019-10-18 | 谭士虎 | A kind of precast reinforced concrete shear wall |
| CN115369998A (en) * | 2022-09-20 | 2022-11-22 | 芜湖晶宫绿建节能建筑有限责任公司 | Fabricated building with good sound insulation effect and assembling method thereof |
-
2015
- 2015-05-29 CN CN201520359118.3U patent/CN204662670U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831816A (en) * | 2015-05-29 | 2015-08-12 | 长沙远大住宅工业集团有限公司 | Fabricated building wallboard and floor pull-connecting and tenon-riveting integrated joint and construction method thereof |
| CN110344512A (en) * | 2019-07-26 | 2019-10-18 | 谭士虎 | A kind of precast reinforced concrete shear wall |
| CN115369998A (en) * | 2022-09-20 | 2022-11-22 | 芜湖晶宫绿建节能建筑有限责任公司 | Fabricated building with good sound insulation effect and assembling method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: 230000 Anhui city of Hefei province Hefei economic and Technological Development Zone No. 4301 building Xiyou Rd. -1 layer 101 Patentee after: Changsha Yuanda residence industry Anhui Co., Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |
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| TR01 | Transfer of patent right |