CN205024827U - Prefabricated plate and roof beam connection structure - Google Patents
Prefabricated plate and roof beam connection structure Download PDFInfo
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- CN205024827U CN205024827U CN201520761209.XU CN201520761209U CN205024827U CN 205024827 U CN205024827 U CN 205024827U CN 201520761209 U CN201520761209 U CN 201520761209U CN 205024827 U CN205024827 U CN 205024827U
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Abstract
The utility model relates to a prefabricated plate and roof beam connection structure, prefabricated plate include prefabricated plate muscle from north to south, the horizontal muscle of prefabricated plate, the horizontal muscle of prefabricated plate stretches out the prefabricated plate in the junction, have the end that stretches out of kickup, and the roof beam includes that breast portion indulges the muscle, beam stirrup, beam stirrup is pre -buried inside the roof beam to stretch out in the junction and expose the end, prefabricated plate bottom and roof beam upper portion are in the coplanar, and prefabricated plate junction side is in the coplanar with the roof beam, stretch out the end and press close to to expose the end, prefabricated plate upper portion is laid cast -in -place layer and is indulged muscle and the horizontal muscle of cast -in -place layer, expose the inside of end and lay roof beam upper portion muscle from north to south, stretching out the end, exposing the end, cast -in -place layer indulges the muscle, and horizontal muscle of cast -in -place layer and roof beam upper portion are indulged the muscle and is pour into cast -in -place layer through concrete an organic whole. The utility model discloses the construction degree of difficulty is little, practices thrift the time limit for a project, during hoist and mount, stretch out the end and can not interfere with exposing the end, stretch out the end and cut the requirement for the end muscle that the mode of arcuation satisfies the flexural envelope diagram, the connection of prefabricated plate and roof beam is shear and is satisfied the atress requirement.
Description
Technical field
The utility model discloses precast plate and beam syndeton, be applied to precast plate and be connected with beam, belong to building engineering field.
Background technology
Precast reinforced concrete construction is conducive to the development of China's industrialization of construction industry, energy conservation of enhancing productivity, development Green environmental-protection building, and is conducive to improving and ensureing construction engineering quality.Compared with cast-in-place construction method; fabricated construction more can meet the saving land of green construction, energy-conservation, material-saving, the requirement such as water saving and environmental protection; reduce negative effect to environment, comprise and reduce noise, prevent airborne dust, reduce environment pollution, clean transport, reduce place interference, save resource and the energy such as water, electricity, material.Fabricated construction can complete multiple or whole operations of engineering continuously in order, thus reduce the engineering machinery kind and quantity of marching into the arena, that eliminates procedure connection rests the time, realize interchange operation, reduce constructor, thus improve work efficiency, reduction supplies consumption, minimizing environment pollution, reduce building waste largely.
In prior art, as Fig. 4, precast plate 1 comprises precast plate and indulges muscle 2, precast plate horizontal bar 3, precast plate horizontal bar 3 stretches out precast plate 1 in junction, external part 4 is orthoscopic, beam 5 comprises vertical muscle 6 bottom beam, beam stirrup 7, it is inner that described beam stirrup 7 is embedded in beam 5, and stretch out bared end 8 in junction, same plane is in beam 5 top bottom precast plate 1, side, precast plate 1 junction is in same plane with beam 5, external part 4 stretches into the inside of bared end 8, precast plate 1 top is laid in-situ layer and is indulged muscle 9 and in-situ layer horizontal bar 10, beam upper longitudinal bar 11 is laid in the inside of bared end 8, external part 4, bared end 8, in-situ layer indulges muscle 9, in-situ layer horizontal bar 10 becomes in-situ layer 12 with beam upper longitudinal bar 11 by concrete formed by integrally casting.The deficiency of this kind of method is: during lifting, external part 4 is interfered with bared end 8 and in-situ layer horizontal bar 10, and difficulty of construction is large, long in time limit.
As Fig. 5, precast plate 1 comprises precast plate and indulges muscle 2, precast plate horizontal bar 3, precast plate horizontal bar 3 does not stretch out precast plate 1, beam 5 comprises vertical muscle 6 bottom beam, beam stirrup 7, it is inner that described beam stirrup 7 is embedded in beam 5, and stretch out bared end 8 in junction, same plane is in beam 5 top bottom precast plate 1, side, precast plate 1 junction is in same plane with beam 5, precast plate 1 top is laid in-situ layer and is indulged muscle 9 and in-situ layer horizontal bar 10, beam upper longitudinal bar 11 is laid in the inside of bared end 8, in-situ layer reinforcing bar 13 is on precast plate 1 top, and extend into the inside of bared end 8, external part 4, bared end 8, in-situ layer indulges muscle 9, in-situ layer horizontal bar 10, beam upper longitudinal bar 11 becomes in-situ layer 12 with in-situ layer reinforcing bar 13 by concrete formed by integrally casting.The deficiency of this kind of method is: the thickness of cast-in-place part wants >=80mm, and plate thickness is comparatively large, and add cast-in-place workload, in-situ layer reinforcing bar 13 adds amount of reinforcement, less economical, and difficulty of construction increases.
Summary of the invention
Precast plate and beam syndeton, it is characterized in that, precast plate 1 comprises precast plate and indulges muscle 2, precast plate horizontal bar 3, described precast plate horizontal bar 3 stretches out precast plate 1 in junction, there is the external part 4 be bent upwards, beam 5 comprises vertical muscle 6 bottom beam, beam stirrup 7, it is inner that described beam stirrup 7 is embedded in beam 5, and stretch out bared end 8 in junction, same plane is in beam 5 top bottom described precast plate 1, side, precast plate 1 junction is in same plane with beam 5, described external part 4 presses close to bared end 8, described precast plate 1 top is laid in-situ layer and is indulged muscle 9 and in-situ layer horizontal bar 10, beam upper longitudinal bar 11 is laid in the inside of described bared end 8, described external part 4, bared end 8, in-situ layer indulges muscle 9, in-situ layer horizontal bar 10 becomes in-situ layer 12 with beam upper longitudinal bar 11 by concrete formed by integrally casting.
The top of described external part 4 is lower than the upper plane of bared end 8.
Described beam upper longitudinal bar 11 is above or below in-situ layer horizontal bar 10.
Described in-situ layer indulges muscle 9 above or below in-situ layer horizontal bar 10.
Described bared end 8 and in-situ layer horizontal bar 10, in-situ layer indulges muscle 9 and in-situ layer horizontal bar 10, fixing with iron wire binding between in-situ layer horizontal bar 10 and beam upper longitudinal bar 11.
Advantage of the present utility model is: difficulty of construction is little, saves the duration; During lifting, external part 4 can not interfered with bared end 8; External part 4 is that the end muscle that the mode of Curved meets by curved envelope diagram blocks requirement; The connection shearing resistance of precast plate and beam meets force request.
Accompanying drawing explanation
Fig. 1 is that the master of precast plate and beam syndeton looks sectional view;
Fig. 2 is that the master of precast plate 1 looks sectional view;
Fig. 3 is that the master of beam 5 looks sectional view;
Fig. 4 is external part 4 is that the precast plate of orthoscopic and the master of beam syndeton look sectional view;
Fig. 5 looks sectional view with the in-situ layer reinforcement precast plate of horizontal bar 13 and the master of beam syndeton;
Fig. 6 is that the master of precast plate and beam syndeton embodiment looks sectional view;
In figure: 1, precast plate, 2, precast plate indulges muscle, 3, precast plate horizontal bar, 4, external part, 5, beam, 6, beam stirrup, 7, vertical muscle bottom beam, 8, bared end, 9, in-situ layer indulges muscle, 10, in-situ layer horizontal bar, 11, beam upper longitudinal bar, 12 in-situ layers, 13, in-situ layer reinforcement horizontal bar.
Detailed description of the invention
Illustrate below in conjunction with embodiment, precast plate and beam syndeton, precast plate 1 comprises precast plate and indulges muscle 2, precast plate horizontal bar 3, precast plate horizontal bar 3 stretches out precast plate 1 in junction, there is the external part 4 be bent upwards, beam 5 comprises vertical muscle 6 bottom beam, beam stirrup 7, it is inner that beam stirrup 7 is embedded in beam 5, and stretch out bared end 8 in junction, same plane is in beam 5 top bottom precast plate 1, side, precast plate 1 junction is in same plane with beam 5, external part 4 presses close to bared end 8, precast plate 1 top is laid in-situ layer and is indulged muscle 9 and in-situ layer horizontal bar 10, beam upper longitudinal bar 11 is laid in the inside of bared end 8, external part 4, bared end 8, in-situ layer indulges muscle 9, in-situ layer horizontal bar 10 becomes in-situ layer 12 with beam upper longitudinal bar 11 by concrete formed by integrally casting.
The top of external part 4 is lower than the upper plane of bared end 8, beam upper longitudinal bar 11 is in the below of in-situ layer horizontal bar 10, in-situ layer indulges the below of muscle 9 at in-situ layer horizontal bar 10, bared end 8 and in-situ layer horizontal bar 10, in-situ layer indulges muscle 9 and in-situ layer horizontal bar 10, fixing with iron wire binding between in-situ layer horizontal bar 10 and beam upper longitudinal bar 11.
The length that external part 4 stretches out precast plate 1 is 20mm, and the distance of the side of the same corresponding precast plate 1 in side of bared end 8 is 20mm, and the length that external part 4 extends upwardly is 100mm.
Claims (5)
1. precast plate and beam syndeton, it is characterized in that, precast plate (1) comprises precast plate and indulges muscle (2), precast plate horizontal bar (3), described precast plate horizontal bar (3) stretches out precast plate (1) in junction, there is the external part (4) be bent upwards, beam (5) comprises vertical muscle (6) bottom beam, beam stirrup (7), it is inner that described beam stirrup (7) is embedded in beam (5), and bared end (8) is stretched out in junction, described precast plate (1) bottom is in same plane with beam (5) top, precast plate (1) side, junction Tong Liang (5) is in same plane, described external part (4) presses close to bared end (8), described precast plate (1) top is laid in-situ layer and is indulged muscle (9) and in-situ layer horizontal bar (10), beam upper longitudinal bar (11) is laid in the inside of described bared end (8), described external part (4), bared end (8), in-situ layer indulges muscle (9), in-situ layer horizontal bar (10) becomes in-situ layer (12) with beam upper longitudinal bar (11) by concrete formed by integrally casting.
2. precast plate according to claim 1 and beam syndeton, is characterized in that, the top of described external part (4) is lower than the upper plane of bared end (8).
3. precast plate according to claim 1 and beam syndeton, is characterized in that, described beam upper longitudinal bar (11) is above or below in-situ layer horizontal bar (10).
4. precast plate according to claim 1 and beam syndeton, is characterized in that, described in-situ layer indulges muscle (9) above or below in-situ layer horizontal bar (10).
5. according to the arbitrary described precast plate of claim 1-4 and beam syndeton, it is characterized in that, described bared end (8) and in-situ layer horizontal bar (10), in-situ layer indulges muscle (9) and in-situ layer horizontal bar (10), fixing with iron wire binding between in-situ layer horizontal bar (10) and beam upper longitudinal bar (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761209.XU CN205024827U (en) | 2015-09-29 | 2015-09-29 | Prefabricated plate and roof beam connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520761209.XU CN205024827U (en) | 2015-09-29 | 2015-09-29 | Prefabricated plate and roof beam connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205024827U true CN205024827U (en) | 2016-02-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520761209.XU Active CN205024827U (en) | 2015-09-29 | 2015-09-29 | Prefabricated plate and roof beam connection structure |
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| Country | Link |
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| CN (1) | CN205024827U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119839A (en) * | 2017-06-27 | 2017-09-01 | 唐元元 | Assembled Building panel and preparation method thereof |
| CN107829515A (en) * | 2017-11-23 | 2018-03-23 | 厦门华旸建筑工程设计有限公司 | The construction method that a kind of new precast panel and prefabricated board are connected with beam |
| CN113015830A (en) * | 2018-11-14 | 2021-06-22 | 创新建筑科技公司 | Balcony system and method |
-
2015
- 2015-09-29 CN CN201520761209.XU patent/CN205024827U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119839A (en) * | 2017-06-27 | 2017-09-01 | 唐元元 | Assembled Building panel and preparation method thereof |
| CN107829515A (en) * | 2017-11-23 | 2018-03-23 | 厦门华旸建筑工程设计有限公司 | The construction method that a kind of new precast panel and prefabricated board are connected with beam |
| CN113015830A (en) * | 2018-11-14 | 2021-06-22 | 创新建筑科技公司 | Balcony system and method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170913 Address after: 518057, Shenzhen, Guangdong province Nanshan District science and technology in the two road, No. 19 Jin Jia Technology Building, 2 floor Patentee after: International Design Consultants (Shenzhen) Co., Ltd. Address before: Pudong New Area huanlin road 200123 Lane 9, Shanghai City 799 floor B179 room 1 Patentee before: SHANGHAI ZHUMEIGE BUILDING DESIGN CONSULTATION CO., LTD. |