CN104790532A - Completely assembled building prefabricated member tenoning-riveting connection node - Google Patents
Completely assembled building prefabricated member tenoning-riveting connection node Download PDFInfo
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- CN104790532A CN104790532A CN201510225494.8A CN201510225494A CN104790532A CN 104790532 A CN104790532 A CN 104790532A CN 201510225494 A CN201510225494 A CN 201510225494A CN 104790532 A CN104790532 A CN 104790532A
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- prefabricated
- prefabricated units
- connection node
- square groove
- riveting connection
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Abstract
Provided is a completely assembled building prefabricated member tenoning-riveting connection node. Square grooves are formed in the corresponding positions of the connecting sides of two connected prefabricated members, and mortar is filled into the square grooves and solidifies to form the tenoning-riveting connection node after the two connected prefabricated members are connected and assembled. The completely assembled building prefabricated member tenoning-riveting connection node is high in structural strength and good in building quality and anti-shear capability and effectively withstands earthquakes, typhoons, debris flow and other natural disasters, and building quality and technical performance are greatly improved.
Description
Technical field
The invention belongs to construction engineering technical field, be specifically related to a kind of total prefabricated construction prefabricated units tenon riveting connection 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 by this invention is: solve above-mentioned prior art Problems existing, and provide a kind of total prefabricated construction prefabricated units tenon riveting to connect node, building quality standard can not only be reached, and anti-shear ability is strong, effectively resist the natural calamities such as earthquake, hurricane, mud-rock flow, significant increase construction quality and technical performance.
The technical solution used in the present invention is:
A kind of total prefabricated construction prefabricated units tenon riveting connection node, the fillet opposite position of two connected prefabricated units all has square groove, and after two prefabricated units are linked and packed, in square groove, inject mortar coagulation forming is tenon riveting connection node.
In technique scheme, the fillet opposite position of two described connected prefabricated units all has square groove, wherein has the square groove limit on a prefabricated units limit to leave mortar injection channel.
In technique scheme, the fillet opposite position of two described connected prefabricated units all has square groove, the square groove on one of them prefabricated units limit is slightly longer or slightly wide than the square groove of another side, and two prefabricated units close up assembled rear self-assembling formation mortar injection channel.
In technique scheme, two described connected prefabricated units comprise prefabricated panel and precast floor slab, prefabricated panel and prefabricated panel, precast floor slab and precast floor slab.
In technique scheme, the square groove that the fillet opposite position of described two connected prefabricated units all has is multiple.
Total prefabricated construction of the present invention is a kind of 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 present invention on this basis, all square groove is had at the fillet opposite position of two prefabricated units that are connected, after two prefabricated units are linked and packed, in square groove, inject mortar coagulation forming is tenon riveting connection node, this tenon riveting connection node is firm, contact surface is large, effectively absorb and consume two transverse directions being connected prefabricated units, oblique shear power, in generation earthquake, hurricane, during the natural calamities such as mud-rock flow, its shearing force energy is by tenon riveting connection node consumption of the present invention and absorption, can not be delivered on prefabricated units and connecting bolt thereof, even if tenon riveting connection node is sheared power and smashes, also can ensure that building structure main body is not destroyed, therefore, the present invention effectively can resist earthquake, hurricane, the invasion and attack of the force majeure natural calamities such as mud-rock flow, the construction quality of very big raising assembled architecture and technical performance.
Accompanying drawing explanation
Fig. 1 is that embodiment of the present invention precast floor slab and the riveting of precast floor slab tenon connect node generalized section;
Fig. 2 is that embodiment of the present invention precast floor slab and the riveting of precast floor slab tenon connect node schematic perspective view;
Fig. 3 is that embodiment of the present invention precast floor slab and the riveting of prefabricated panel tenon connect node generalized section;
Fig. 4 is for connect node schematic perspective view for embodiment of the present invention precast floor slab and the riveting of prefabricated panel tenon;
Fig. 5 is that embodiment of the present invention prefabricated panel and the riveting of prefabricated panel tenon connect node generalized section;
Fig. 6 is for connect node schematic perspective view for embodiment of the present invention prefabricated panel and the riveting of prefabricated panel tenon;
Fig. 7 is that embodiment of the present invention prefabricated panel and the riveting of prefabricated panel L corner angle joint connect node generalized section;
Fig. 8 is that embodiment of the present invention prefabricated panel and the riveting of prefabricated panel L corner angle joint connect node schematic perspective view;
Fig. 9 is that embodiment of the present invention prefabricated panel and the riveting of precast floor slab tenon connect node generalized section;
Figure 10 is that embodiment of the present invention prefabricated panel and the riveting of precast floor slab tenon connect node schematic perspective view.
Accompanying drawing mark illustrates:
1-precast floor slab, 2-prefabricated panel, 3-square groove, 4-mortar injection channel, 5-tenon riveting connection node.
Detailed description of the invention
See Fig. 1 ~ Fig. 4, total prefabricated construction prefabricated units tenon riveting connection node of the present invention, the fillet opposite position of two connected prefabricated units all has square groove, and after two prefabricated units are linked and packed, in square groove, inject mortar coagulation forming is tenon riveting connection node.
The fillet opposite position of above-mentioned two connected prefabricated units all has square groove, wherein has the square groove limit on a prefabricated units limit to leave mortar injection channel.
The fillet opposite position of above-mentioned two connected prefabricated units all has square groove, and the square groove on one of them prefabricated units limit is slightly longer or slightly wide than the square groove of another side, and two prefabricated units close up assembled rear self-assembling formation mortar injection channel.
In technique scheme, two described connected prefabricated units comprise prefabricated panel and precast floor slab, prefabricated panel and prefabricated panel, precast floor slab and precast floor slab.
In technique scheme, the square groove that the fillet opposite position of described two connected prefabricated units all has is multiple.
Claims (5)
1. a total prefabricated construction prefabricated units tenon riveting connection node, it is characterized in that, the fillet opposite position of two connected prefabricated units all has square groove, and after two prefabricated units are linked and packed, in square groove, inject mortar coagulation forming is tenon riveting connection node.
2. total prefabricated construction prefabricated units tenon riveting connection node according to claim 1, it is characterized in that, the fillet opposite position of two described connected prefabricated units all has square groove, wherein has the square groove limit on a prefabricated units limit to leave mortar injection channel.
3. total prefabricated construction prefabricated units tenon riveting connection node according to claim 1, it is characterized in that, the fillet opposite position of two described connected prefabricated units all has square groove, the square groove on one of them prefabricated units limit is slightly longer or slightly wide than the square groove of another side, and two prefabricated units close up assembled rear self-assembling formation mortar injection channel.
4. total prefabricated construction prefabricated units tenon riveting connection node according to claim 1, it is characterized in that, two described connected prefabricated units comprise prefabricated panel and precast floor slab, prefabricated panel and prefabricated panel, precast floor slab and precast floor slab.
5. total prefabricated construction prefabricated units tenon riveting connection node according to claim 1, it is characterized in that, the square groove that the fillet opposite position of described two connected prefabricated units all has is multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225494.8A CN104790532A (en) | 2015-05-06 | 2015-05-06 | Completely assembled building prefabricated member tenoning-riveting connection node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225494.8A CN104790532A (en) | 2015-05-06 | 2015-05-06 | Completely assembled building prefabricated member tenoning-riveting connection node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104790532A true CN104790532A (en) | 2015-07-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510225494.8A Pending CN104790532A (en) | 2015-05-06 | 2015-05-06 | Completely assembled building prefabricated member tenoning-riveting connection node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104790532A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235661A (en) * | 2018-11-15 | 2019-01-18 | 江玉程 | A kind of assembled structure system and its application |
-
2015
- 2015-05-06 CN CN201510225494.8A patent/CN104790532A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235661A (en) * | 2018-11-15 | 2019-01-18 | 江玉程 | A kind of assembled structure system and its application |
| CN109235661B (en) * | 2018-11-15 | 2023-10-20 | 江玉程 | Assembled structural system and application thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170217 Address after: 200000 Shanghai Xin Yang Road, Lane 1800, room 1, building 362, room Applicant after: Yuanda housing industry (Shanghai) Co., Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Applicant before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150722 |
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| RJ01 | Rejection of invention patent application after publication |