CN207048152U - Composite beam is connected system with superimposed sheet - Google Patents
Composite beam is connected system with superimposed sheet Download PDFInfo
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- CN207048152U CN207048152U CN201720755622.4U CN201720755622U CN207048152U CN 207048152 U CN207048152 U CN 207048152U CN 201720755622 U CN201720755622 U CN 201720755622U CN 207048152 U CN207048152 U CN 207048152U
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- superimposed sheet
- positive stop
- stress bar
- principal rod
- stirrup
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Abstract
It the utility model is related to a kind of composite beam and be connected system with superimposed sheet, belong to building member technical field.Including combination beam, superimposed sheet and beam stirrup, described beam stirrup is U-shaped structure, and two free end is fixed with combination beam respectively, and beam stirrup is distributed along combination beam length direction, and several positive stop strips are worn in beam stirrup；Some groups of principal rods are set on superimposed sheet, and each principal rod is connected by stress bar；Stress bar is fixedly connected through positive stop strip lower section with positive stop strip.Utility model is applied in assembling type steel structure dwelling house system, has the advantages that top surface of the beam is smooth, good with girder steel compactness.
Description
Technical field
It the utility model is related to a kind of composite beam and be connected system with superimposed sheet, belong to building member technical field.
Background technology
Common steel structure body ties up in residential housing the defects of having one clearly, i.e. conventional assembled architecture
In, part combined girder steel is connected with prefabricated superimposed sheet using globality, and girder steel is combined frequently with peg with the concrete of plate, easily
There is the defects of spillage and surface irregularity.
Based on this, the application is made.
Utility model content
For existing existing drawbacks described above, a kind of stability under loading of the application offer, surfacing, spillage rate are low to fold
Close beam and be connected system with superimposed sheet.
To achieve the above object, the technical scheme that the application takes is as follows：
Composite beam is connected system, including combination beam, superimposed sheet and beam stirrup with superimposed sheet, and described beam stirrup is U-shaped knot
Structure, two free end are fixed with combination beam respectively, and beam stirrup is distributed along combination beam length direction, and several are worn in beam stirrup
Positive stop strip；Some groups of principal rods are set on superimposed sheet, and each principal rod is connected by stress bar；Stress bar is passed through below positive stop strip, and
It is fixedly connected with positive stop strip.
Further, as preferred：
Described principal rod is X-shape, and its four free ends are separately fixed on superimposed sheet, center be then fixed on by
On power bar.The distribution it is furthermore preferred that described principal rod is embarked on journey, a stress bar, Mei Geshou are set on corresponding often row principal rod
Power bar is fixed with positive stop strip.
Described positive stop strip is provided with two, and two positive stop strips are mutually horizontal, and is set along the length direction of combination beam.
Described stress bar is arranged in pairs, and one is located at the top of principal rod, and one is arranged in below principal rod.More preferably
, the public stress bar of principal rod of described beam stirrup both sides.A public stress bar, its one end are located at a beam stirrup left side
Below the principal rod of side, the other end is located at below the principal rod on the right side of beam stirrup, and three stress bars shift to install, and realize strength
Balance.
Combination beam through its top flange and pre-installs longitudinal direction using local combination section steel beam using U-shaped beam stirrup in the application
（That is the longitudinal direction of combination beam）Reinforcing bar, the prefabricated superimposed sheet of laying after combination beam installation is in place, then lays plate face reinforcing bar, carries out recently
Concrete is whole to be poured.
Possessed advantage and effect compared with prior art：
1st, combination beam uses part built-up steel plate girders, and top surface of the beam is smooth, is easy to lay superimposed sheet；
2nd, prefabricated superimposed sheet it is smooth bright and clean, can be preferably bonded with girder steel, simple process can prevent dew from starching, can be with
Without using template；
3rd, girder steel adopts beam stirrup, and in the prior art, girder steel frequently with peg compared with the concrete of plate combines, using hoop
Muscle can preferably combine concrete, form compound section.
The application is applied in assembling type steel structure dwelling house system, common steel structure body can be obviously improved and tie up to house
The defects of building, the assembling interconnection technique of wherein floor and beam is the key point that the system realizes assembling.The skill
Art will ensure floor and composite beam can form preferable closed space, can accomplish to exempt from template construction in work progress；Plate with
Beam globality connects.
Brief description of the drawings
The side that Fig. 1 is the application is intended to；
Fig. 2 is the perspective representation of the application.
Wherein label：1. combination beam；2. superimposed sheet；3. beam stirrup；31. beam stirrup free end；4. positive stop strip；5.
Principal rod；51. principal rod free end；52. center；6. stress bar；6a. stress bar one；6b. stress bar two；6c.
Stress bar three.
Embodiment
Embodiment 1
The present embodiment composite beam is connected system with superimposed sheet, with reference to Fig. 1 and Fig. 2, including combination beam 1, superimposed sheet 2 and beam hoop
Muscle 3, beam stirrup 3 are U-shaped structure, and two beam stirrup free end 31 is fixed with combination beam 1 respectively, and beam stirrup 3 is grown along combination beam 1
Directional spreding is spent, several positive stop strips 4 are worn in beam stirrup 3；Some groups of principal rods 5 are set on superimposed sheet 2, each principal rod 5 by
Stress bar 6 is connected；Stress bar 6 is fixedly connected through the lower section of positive stop strip 4 with positive stop strip 4.
Embodiment 2
Setting and operation principle of the present embodiment with embodiment 1 are identical, and difference is：With reference to Fig. 1, principal rod 5 is X-shaped
Shape, its four principal rod free ends 51 are separately fixed on superimposed sheet 2, and center 52 is then fixed on stress bar 6.To realize
More preferable using effect, principal rod 3 are embarked on journey distribution, and a stress bar 6, each stress bar 6 are set on corresponding often row principal rod 5
Fixed with positive stop strip 4.
Embodiment 3
Setting and operation principle of the present embodiment with embodiment 1 are identical, and difference is：Positive stop strip 4 is provided with two, two
Positive stop strip 4 is mutually horizontal, and is set along the length direction of combination beam 1.
Embodiment 4
Setting and operation principle of the present embodiment with embodiment 1 are identical, and difference is：Stress bar 6 is arranged in pairs, i.e. stress
The 6a of bar one, the 6b of stress bar two or the 6b of stress bar two, the 6c of stress bar three, stress bar 6b are located at the top of principal rod 5, stress bar one
The 6c of 6a/ stress bar three is arranged in the lower section of principal rod 5.To realize more preferable using effect, the principal rod public one of beam stirrup both sides
Root stress bar.The public 6b of stress bar two, its one end are located at below the principal rod in the left side of beam stirrup 3, and the other end is located at beam stirrup 3
The lower section of principal rod 5 on right side, three stress bars shift to install, and realize the balance of strength.
Combination beam 1 through its top flange and is pre-installed vertical using local combination section steel beam using U-shaped beam stirrup 3 in the application
To（That is the longitudinal direction of combination beam）Reinforcing bar, combination beam 1 install the rear prefabricated superimposed sheet 2 of laying in place, then lay plate face principal rod 5,
Carry out that concrete is whole pours recently.
The application is applied in assembling type steel structure dwelling house system, common steel structure body can be obviously improved and tie up to house
The defects of building, the assembling interconnection technique of wherein floor and beam is the key point that the system realizes assembling.The skill
Art will ensure floor and composite beam can form preferable closed space, can accomplish to exempt from template construction in work progress；Plate with
Beam globality connects.
Above content be with reference to the invention preferred embodiment provided technical scheme is made it is further detailed
Describe in detail bright, it is impossible to assert that the invention specific implementation is confined to these above-mentioned explanations, for the affiliated technology of the invention
For the those of ordinary skill in field, without departing from the concept of the premise of the invention, some simple deductions can also be made
Or replace, it should all be considered as belonging to the protection domain of the invention.
Claims (6)
1. composite beam is connected system with superimposed sheet, it is characterised in that：Including combination beam, superimposed sheet and beam stirrup, described beam hoop
Muscle is U-shaped structure, and two free end is fixed with combination beam respectively, and beam stirrup is distributed along combination beam length direction, in beam stirrup
Wear several positive stop strips；Some groups of principal rods are set on superimposed sheet, and each principal rod is connected by stress bar；Stress bar passes through spacing
Below bar, and it is fixedly connected with positive stop strip.
2. composite beam as claimed in claim 1 is connected system with superimposed sheet, it is characterised in that：Described principal rod is X-shape,
Its four free ends are separately fixed on superimposed sheet, and center is then fixed on stress bar.
3. composite beam as claimed in claim 1 or 2 is connected system with superimposed sheet, it is characterised in that：Described principal rod is embarked on journey
It is distributed, a stress bar is set on corresponding often row principal rod, each stress bar is fixed with positive stop strip.
4. composite beam as claimed in claim 1 is connected system with superimposed sheet, it is characterised in that：Described positive stop strip is provided with two
Individual, two positive stop strips are mutually horizontal, and are set along the length direction of combination beam.
5. composite beam as claimed in claim 1 is connected system with superimposed sheet, it is characterised in that：Described stress bar is set in pairs
Put, one is located at the top of principal rod, and one is arranged in below principal rod.
6. the composite beam as described in claim 1 or 5 is connected system with superimposed sheet, it is characterised in that：Described beam stirrup both sides
The public stress bar of principal rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720755622.4U CN207048152U (en) | 2017-06-27 | 2017-06-27 | Composite beam is connected system with superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720755622.4U CN207048152U (en) | 2017-06-27 | 2017-06-27 | Composite beam is connected system with superimposed sheet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048152U true CN207048152U (en) | 2018-02-27 |
Family
ID=61493621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720755622.4U Active CN207048152U (en) | 2017-06-27 | 2017-06-27 | Composite beam is connected system with superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207048152U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112177369A (en) * | 2020-09-23 | 2021-01-05 | 中建二局第三建筑工程有限公司 | Building floor hoist and mount mouthful seal structure |
| CN114508050A (en) * | 2022-04-19 | 2022-05-17 | 中铁工程设计咨询集团有限公司 | Straddle type single-rail steel-concrete combined track beam and erection method |
-
2017
- 2017-06-27 CN CN201720755622.4U patent/CN207048152U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112177369A (en) * | 2020-09-23 | 2021-01-05 | 中建二局第三建筑工程有限公司 | Building floor hoist and mount mouthful seal structure |
| CN114508050A (en) * | 2022-04-19 | 2022-05-17 | 中铁工程设计咨询集团有限公司 | Straddle type single-rail steel-concrete combined track beam and erection method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Ningxia Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000014 Denomination of utility model: Composite beam and superimposed sheet connected system Granted publication date: 20180227 License type: Common License Record date: 20190917 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: Connection system of composite beam and composite plate Granted publication date: 20180227 License type: Common License Record date: 20201216 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: Composite beam and composite plate connection system Granted publication date: 20180227 License type: Common License Record date: 20230113 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: Composite beam and composite plate connection system Granted publication date: 20180227 License type: Common License Record date: 20230413 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: Composite beam and composite plate connection system Granted publication date: 20180227 License type: Common License Record date: 20230421 |
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| EE01 | Entry into force of recordation of patent licensing contract |