CN209179175U - Liang Yuzhu connection component and frame structure system - Google Patents
Liang Yuzhu connection component and frame structure system Download PDFInfo
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- CN209179175U CN209179175U CN201821075900.2U CN201821075900U CN209179175U CN 209179175 U CN209179175 U CN 209179175U CN 201821075900 U CN201821075900 U CN 201821075900U CN 209179175 U CN209179175 U CN 209179175U
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Abstract
The utility model relates to assembled architecture technical field, in particular to a kind of Liang Yuzhu connection component and frame structure system.The Liang Yuzhu connection component includes: construct concrete, prefabricated post shell, two precast beam shell, the vertical muscle of multiple beams and the multiple overlap joint reinforcing bars being horizontally spaced about；Precast beam shell includes the beam shell and beam steel cage that section is in U-shape；Beam shell is by concrete prefabricated formation；Prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；Column shell is by concrete prefabricated formation；Concreting construct in precast beam shell and prefabricated post shell, beam shell and prefabricated post shell are fixed.Construction personnel on construction ground into prefabricated post shell and precast beam shell casting concrete precast beam shell and prefabricated post shell integral type to be fixed, column shell and beam shell parts had not only participated in stress but also can serve as template, greatly reduce live branch modulus, improve efficiency, component uses mechanical-moulded welded reinforcement cage, and component production precision is high, high-efficient, industrialization degree is high.
Description
Technical field
The utility model relates to assembled architecture technical field, in particular to a kind of Liang Yuzhu connection component and frame structure
System.
Background technique
At this stage, a large amount of building is still based on cast-in-place in China.This form of construction work will not only employ a large amount of labours,
And it is at high cost, long in time limit, field management is more chaotic, prefabricated rate, assembly rate and industrialization degree are lower, advocates from country
Greatly develop green building and preferentially also there is a big difference using industrialized construction way.With sustainable development and energy-saving ring
The continuous promotion of guaranteed request, labor cost continue to increase, and obtain by the building industrialization of representative of assembly concrete building
More and more attention, application prospect are very wide.
There are many problems for assembled frame structure in industry at present: component quality is big, to component production, transport, lifting
It poses a big pressure；Live branch modulus is larger；Column border node is connected using grout sleeve, high to component required precision, constructional difficulties,
And grouting quality is difficult to examine；Globality is poor etc. at beam-column connection.
Utility model content
The purpose of this utility model is to provide a kind of Liang Yuzhu connection component and frame structure systems, to solve existing skill
Complex steps, the technical problem that branch modulus is big, operating efficiency is low, integrality performance of the structure is poor when beam in art is connect with column.
The utility model provides a kind of Liang Yuzhu connection component, which includes: construction concrete, prefabricated
Column shell, two precast beam shell, the multiple beams being horizontally spaced about indulge muscle and multiple overlap joint reinforcing bars；
The precast beam shell includes the beam shell and beam steel cage that section is in U-shape；The beam shell is by concrete prefabricated formation；Institute
The inside that beam steel cage is fixed on the beam shell is stated, and the open end of the U-shaped is stretched out in one end of the beam steel cage；
The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；The column shell is by concrete prefabricated formation；
The column steel reinforcement cage is fixed in the column shell, and the column shell is stretched out in the upper end of the column steel reinforcement cage, and is located at two beams
Between shell；
Each beam is indulged muscle and is threaded through in the upper end and two beam steel cages of the column steel reinforcement cage, and runs through institute
State beam steel cage；
The overlap joint reinforcing bar is threaded through the upper end of the column steel reinforcement cage, and both ends are overlapped on two beam steels respectively
In cage；
The construction concreting is in the precast beam shell and the prefabricated post shell, by the precast beam shell and institute
Prefabricated post shell is stated to fix.
Further, the beam steel cage includes beam fixing muscle and multiple weir pieces；
Multiple weir pieces are successively spaced setting along the length direction of the beam shell；The beam fixing muscle with it is multiple described
Weir piece is fixedly connected.
Further, the weir piece includes that rectangular beam framework is connected with multiple beams being fixed in the beam framework
Muscle；
Multiple beam dowels are arranged along the short transverse parallel interval of the U-shaped.
Further, the beam fixing muscle is fixedly connected with the tie point of the beam framework and the beam dowel.
Further, the beam steel cage is formed by multiple reinforcement weldings.
Further, the lapping ends of the overlap joint reinforcing bar are in the junction of the beam framework and the beam dowel.
Further, the column steel reinforcement cage is formed by multiple reinforcement weldings.
Further, the column steel reinforcement cage includes column longitudinal reinforcement and multiple column mesh sheet；
Multiple column mesh sheet are successively spaced setting along the length direction of the column shell；The column longitudinal reinforcement and multiple institutes
Column mesh sheet is stated to be fixedly connected.
Further, the column mesh sheet includes column framework and multiple column dowels being fixed in the column framework；It is multiple
The column dowel is arranged in well word.
Further, the utility model also provides a kind of frame structure system, which includes that this is practical new
The Liang Yuzhu connection component that type provides.
The utility model provides a kind of Liang Yuzhu connection component, and beam shell and column shell are in factory by concrete prefabricated formation.
User transports prefabricated beam column shell and prefabricated post shell to construction site, and beam is indulged muscle and is through column steel reinforcement cage and two beam steel cages
It is interior, and bar splicing will be overlapped in column steel reinforcement cage and beam steel cage, in junction formwork, to prefabricated post shell and precast beam shell
Interior casting concrete is to fix prefabricated post shell and precast beam shell.The setting of overlap joint reinforcing bar enhances precast beam shell and prefabricated post shell
The bonding strength of junction.
Liang Yuzhu connection component provided by the utility model, construction personnel is on construction ground to prefabricated post shell and precast beam shell
To fix precast beam shell and prefabricated main casing integral type, column shell and beam shell parts had not only participated in stress but also can serve as interior casting concrete
Template greatly reduces live branch modulus, improves efficiency, and component uses mechanical-moulded welded reinforcement cage, component production essence
Degree is high, high-efficient, industrialization degree is high；Component alleviates the weight of precast beam in the form of formwork.Integrality performance of the structure etc.
It is same as cast-in-place structural, has the characteristics that safe and reliable, simplified construction, saves consumptive material, reduces fugitive dust and building waste, have relatively by force
The market competitiveness.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.?
In attached drawing:
Fig. 1 is the structural schematic diagram according to the precast beam shell of the utility model embodiment；
Fig. 2 is the structural schematic diagram of precast beam shell central sill steel reinforcement cage shown in FIG. 1；
Fig. 3 is the structural schematic diagram of beam steel cage central sill mesh sheet shown in Fig. 2；
Fig. 4 is another structural schematic diagram of precast beam shell central sill steel reinforcement cage shown in FIG. 1；
Fig. 5 is the structural schematic diagram according to the prefabricated post shell of the utility model embodiment；
Fig. 6 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 5；
Fig. 7 is the structural schematic diagram of column steel reinforcement cage center pillar mesh sheet shown in fig. 6；
Fig. 8 is another structural schematic diagram of column steel reinforcement cage shown in fig. 6；
Fig. 9 is the structural schematic diagram according to the prefabricated post shell of another embodiment of the utility model；
Figure 10 is the structural schematic diagram according to the Liang Yuzhu connection component of the utility model embodiment.
In figure:
1- beam shell；2- beam steel cage；3- beam indulges muscle；
4- overlaps reinforcing bar 21- beam fixing muscle；22- weir piece；
31- lower beam indulges muscle；32- upper beam indulges muscle；221- beam framework；
222- beam dowel；5- column shell；6- column steel reinforcement cage；
61- column longitudinal reinforcement；62- column mesh sheet；621- column framework；
622- column dowel.
Specific embodiment
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.
Fig. 1 is the structural schematic diagram according to the precast beam shell of the utility model embodiment；Fig. 2 is precast beam shown in FIG. 1
The structural schematic diagram of shell central sill steel reinforcement cage；Fig. 3 is the structural schematic diagram of beam steel cage central sill mesh sheet shown in Fig. 2；Fig. 4 is Fig. 1
Shown in precast beam shell central sill steel reinforcement cage another structural schematic diagram；Fig. 5 is the prefabricated post shell according to the utility model embodiment
Structural schematic diagram；Fig. 6 is the structural schematic diagram of prefabricated post shell center pillar steel reinforcement cage shown in fig. 5；7 be column reinforcing bar shown in fig. 6
The structural schematic diagram of cage center pillar mesh sheet；Fig. 8 is another structural schematic diagram of column steel reinforcement cage shown in fig. 6；Fig. 9 is practical according to this
The structural schematic diagram of the prefabricated post shell of novel another embodiment；Figure 10 is the beam and column connection group according to the utility model embodiment
The structural schematic diagram of part.As shown in Figures 1 to 10, the utility model provides a kind of Liang Yuzhu connection component, which connect with column
Component include: construct concrete, 5, two, prefabricated post shell horizontal spacing settings precast beam shell, multiple beams indulge muscle 3 and multiple
Overlap reinforcing bar 4；
Precast beam shell includes the beam shell 1 and beam steel cage 2 that section is in U-shape；Beam shell 1 is by concrete prefabricated formation；Beam steel
Cage 2 is fixed on the inside of beam shell 1, and the open end of U-shaped is stretched out in one end of beam steel cage 2；Prefabricated post shell 5 includes inner hollow
Column shell 5 and column steel reinforcement cage 6；Column shell 5 is by concrete prefabricated formation；Column steel reinforcement cage 6 is fixed in column shell 5, column steel reinforcement cage 6
Column shell 5 is stretched out in upper end, and is located between two beam shells 1；
Each beam is indulged muscle 3 and is threaded through in the upper end and two beam steel cages 2 of column steel reinforcement cage 6, and runs through beam steel cage 2；
Overlap joint reinforcing bar 4 is threaded through the upper end of column steel reinforcement cage 6, and both ends are overlapped on respectively in two beam steel cages 2；Construction concrete pours
It builds in precast beam shell and prefabricated post shell 5, precast beam shell and prefabricated post shell 5 is fixed.
The utility model provides a kind of Liang Yuzhu connection component, and beam shell 1 and column shell 5 are in factory by concrete prefabricated shape
At.Beam to construction site, is indulged muscle 3 and is through column steel reinforcement cage 6 and two by prefabricated beam column shell 5 and the transport of prefabricated post shell 5 by user
In beam steel cage 2, and by overlap joint reinforcing bar 4 be overlapped in column steel reinforcement cage 6 and beam steel cage 2, in junction formwork, to prefabricated post
Casting concrete is in shell 5 and precast beam shell to fix prefabricated post shell 5 and precast beam shell.The setting of overlap joint reinforcing bar 4 enhances pre-
The bonding strength of 5 junction of beam shell and prefabricated post shell processed.
Liang Yuzhu connection component provided by the utility model, construction personnel is on construction ground to prefabricated post shell 5 and precast beam
For casting concrete to fix precast beam shell and prefabricated main casing integral type, column shell 5 and 1 part of beam shell had not only participated in stress but also energy in shell
Template is served as, live branch modulus is greatly reduced, improves efficiency, component alleviates prefabricated components in the form of formwork
Weight.Integrality performance of the structure is equal to cast-in-place structural, has safe and reliable, simplified construction, saves consumptive material, reduces fugitive dust and building
The features such as rubbish, has the stronger market competitiveness.
On the basis of the above embodiments, further, beam steel cage 2 includes beam fixing muscle 21 and multiple weir pieces 22；
Multiple weir pieces 22 are successively spaced setting along the length direction of beam shell 1；Beam fixing muscle 21 is fixedly connected with multiple weir pieces 22.
In the present embodiment, beam steel cage 2 includes beam fixing muscle 21 and multiple weir pieces 22, and beam fixing muscle 21 is by multiple weirs
Piece 22 is fixed, and structure is simple, easy to process, and the setting of weir piece 22 can be poured convenient for placing the vertical muscle 3 of beam.
On the basis of the above embodiments, further, beam fixing muscle 21 is multiple；Multiple beam fixing muscles 21 are set in parallel
It sets, and each beam fixing muscle 21 is fixedly connected with multiple weir pieces 22.
In the present embodiment, beam fixing muscle 21 is set as multiple, improves the fixed effect of multiple weir pieces 22.Multiple beams are solid
Determine muscle 21 to be arranged in parallel, compound with regular structure, improves integral strength.
On the basis of the above embodiments, further, weir piece 22 includes rectangular beam framework 221 and multiple is fixed on
Beam dowel 222 in beam framework 221；Multiple reinforcing bars are arranged along the short transverse parallel interval of U-shaped.
In the present embodiment, multiple beam dowels 222 are fixed in rectangular beam frame, and beam frame and beam shell 1 are fixed, rectangular beam
Frame is convenient for fixed with beam shell 1.
On the basis of the above embodiments, further, the company of beam fixing muscle 21 and beam framework 221 and beam dowel 222
Contact is fixedly connected.
In the present embodiment, beam fixing muscle 21 is connected at the binding site of weir piece 22 and beam dowel 222, improves the two knot
Bonding strength at chalaza, while also improving the integral strength of steel reinforcement cage.
On the basis of the above embodiments, further, beam steel cage 2 is formed by multiple reinforcement weldings.
In the present embodiment, the mechanical welding of beam steel cage 2 is formed, it is more high-quality than traditional closed stirrup, precision is high, it is high-efficient,
Industrialization degree is high.
On the basis of the above embodiments, further, it includes that upper beam indulges muscle 32 and the vertical muscle of lower beam that multiple beams, which indulge muscle 3,
31；Upper beam indulges the top that muscle 32 is located at precast beam shell；Lower beam indulges the bottom that muscle 31 is located at precast beam shell.
In the present embodiment, beam, which indulges arrangement as muscle 3, can be improved the bonding strength of Liang Yuzhu.
On the basis of the above embodiments, further, beam steel cage 2 is fixed on the inside of the side wall of beam shell 1.
In the present embodiment, beam steel cage 2 is fixed on the inside of 1 wall of beam shell, can be direct in beam 1 prefabricated casting concrete of shell
It pours inside it, it is fixed, convenient for construction.
On the basis of the above embodiments, further, the lapping ends for overlapping reinforcing bar 4 are connect in beam framework 221 with beam
The junction of muscle 222.
In the present embodiment, such setting can enhance the bonding strength of overlap joint reinforcing bar 4 and beam shell 1, so that beam and column
It is fixed more firm.
On the basis of the above embodiments, further, column steel reinforcement cage 6 is formed by multiple reinforcement weldings.
In the present embodiment, the mechanical welding of column steel reinforcement cage 6 is formed, it is more high-quality than traditional closed stirrup, precision is high, it is high-efficient,
Industrialization degree is high.
On the basis of the above embodiments, further, column steel reinforcement cage 6 includes column longitudinal reinforcement 61 and multiple column mesh sheet
62；Multiple column mesh sheet 62 are successively spaced setting along the length direction of column shell 5；Column longitudinal reinforcement 61 and the fixed company of multiple column mesh sheet 62
It connects.
In the present embodiment, column steel reinforcement cage 6 includes column longitudinal reinforcement 61 and multiple column mesh sheet 62, column longitudinal reinforcement 61 will be multiple
Column mesh sheet 62 is fixed, and structure is simple, easy to process, and the setting of column mesh sheet 62 can indulge muscle convenient for placing column and be poured.
On the basis of the above embodiments, further, column mesh sheet 62 includes column framework 621 and multiple is fixed on column framework
Column dowel 622 in 621；Multiple column dowels 622 are arranged in well word.
In the present embodiment, column mesh sheet 62 includes column framework 621 and the column dowel 622 being fixed in column framework 621, column frame
Body 621 and column shell 5 are fixed, and rectangular column shell 5 is convenient for fixed with column shell 5.
On the basis of the above embodiments, further, column longitudinal reinforcement 61 and column framework 621 and column dowel 622
Tie point is fixedly connected.
Both in the present embodiment, column longitudinal reinforcement 61 is connected at the binding site of column mesh sheet 62 and column dowel 622, improve
Bonding strength at binding site, while also improving the integral strength of steel reinforcement cage.
On the basis of the above embodiments, further, column longitudinal reinforcement 61 is multiple；Multiple column longitudinal reinforcements 61 are parallel
Setting, and each column longitudinal reinforcement 61 is fixedly connected with multiple column mesh sheet 62.
In the present embodiment, column longitudinal reinforcement 61 is set as multiple, improves the fixed effect of multiple column mesh sheet 62.Multiple columns
Longitudinal reinforcement 61 is arranged in parallel, compound with regular structure, improves integral strength.
On the basis of the above embodiments, further, column steel reinforcement cage 6 is fixed on the inside of the side wall of column shell 5.
In the present embodiment, column steel reinforcement cage 6 is fixed on the inside of the side wall of column shell 5, can be in column 5 prefabricated casting concrete of shell
Directly pour inside it, it is fixed, convenient for construction.
On the basis of the above embodiments, further, the utility model also provides a kind of frame structure system, the frame
Structural system includes: Liang Yuzhu connection component provided by the utility model.
The present embodiment provides a kind of frame structure system, the frame structure system include floor, basis and above-mentioned beam with
Column connection component etc..
The above is only the preferred embodiments of the present utility model only, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (10)
1. a kind of Liang Yuzhu connection component characterized by comprising construction concrete, prefabricated post shell, two horizontal spacing settings
Precast beam shell, multiple beams indulge muscle and multiple overlap joint reinforcing bars；
The precast beam shell includes the beam shell and beam steel cage that section is in U-shape；The beam shell is by concrete prefabricated formation；The beam
Steel reinforcement cage is fixed on the inside of the beam shell, and the open end of the U-shaped is stretched out in one end of the beam steel cage；
The prefabricated post shell includes the column shell and column steel reinforcement cage of inner hollow；The column shell is by concrete prefabricated formation；It is described
Column steel reinforcement cage is fixed in the column shell, and the column shell is stretched out in the upper end of the column steel reinforcement cage, and be located at two beam shells it
Between；
Each beam is indulged muscle and is threaded through in the upper end and two beam steel cages of the column steel reinforcement cage, and runs through the beam
Steel reinforcement cage；
The overlap joint reinforcing bar is threaded through the upper end of the column steel reinforcement cage, and both ends are overlapped on two beam steel cages respectively
It is interior；
The construction concreting is in the precast beam shell and the prefabricated post shell, by the precast beam shell and described pre-
Column shell processed is fixed.
2. Liang Yuzhu connection component according to claim 1, which is characterized in that the beam steel cage include beam fixing muscle and
Multiple weir pieces；
Multiple weir pieces are successively spaced setting along the length direction of the beam shell；The beam fixing muscle and multiple weirs
Piece is fixedly connected.
3. Liang Yuzhu connection component according to claim 2, which is characterized in that the weir piece includes rectangular beam framework
With multiple beam dowels being fixed in the beam framework；
Multiple beam dowels are arranged along the short transverse parallel interval of the U-shaped.
4. Liang Yuzhu connection component according to claim 3, which is characterized in that the beam fixing muscle and the beam framework and
The tie point of the beam dowel is fixedly connected.
5. Liang Yuzhu connection component according to claim 1, which is characterized in that the beam steel cage is by multiple reinforcement weldings
It is formed.
6. Liang Yuzhu connection component according to claim 3, which is characterized in that the lapping ends of the overlap joint reinforcing bar are in institute
State the junction of beam framework Yu the beam dowel.
7. Liang Yuzhu connection component according to claim 1, which is characterized in that the column steel reinforcement cage is by multiple reinforcement weldings
It is formed.
8. Liang Yuzhu connection component according to claim 1, which is characterized in that the column steel reinforcement cage includes column longitudinal reinforcement
With multiple column mesh sheet；
Multiple column mesh sheet are successively spaced setting along the length direction of the column shell；The column longitudinal reinforcement and multiple columns
Mesh sheet is fixedly connected.
9. Liang Yuzhu connection component according to claim 8, which is characterized in that the column mesh sheet includes column framework and multiple
The column dowel being fixed in the column framework；Multiple column dowels are arranged in well word.
10. a kind of frame structure system, which is characterized in that including such as described in any item beams of claim 1-9 and column connection group
Part.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075900.2U CN209179175U (en) | 2018-07-06 | 2018-07-06 | Liang Yuzhu connection component and frame structure system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821075900.2U CN209179175U (en) | 2018-07-06 | 2018-07-06 | Liang Yuzhu connection component and frame structure system |
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| Publication Number | Publication Date |
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| CN209179175U true CN209179175U (en) | 2019-07-30 |
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ID=67357623
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| CN201821075900.2U Active CN209179175U (en) | 2018-07-06 | 2018-07-06 | Liang Yuzhu connection component and frame structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485636A (en) * | 2019-09-06 | 2019-11-22 | 三一筑工科技有限公司 | A kind of cavity frame column and its forming method |
-
2018
- 2018-07-06 CN CN201821075900.2U patent/CN209179175U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485636A (en) * | 2019-09-06 | 2019-11-22 | 三一筑工科技有限公司 | A kind of cavity frame column and its forming method |
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| GR01 | Patent grant | ||
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Address after: 102200 Room 302, building 6, 8 Beiqing Road, Changping District, Beijing Patentee after: Beijing Sany Architectural Design Research Co.,Ltd. Address before: 110000 rooms 1701 and 1702, No. 92 Shengli South Street, Shenyang City, Liaoning Province Patentee before: SHENYANG SANYI BUILDING DESIGN RESEARCH Co.,Ltd. |
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