CN207063180U - A kind of installation steel bar connecting joints of overall assembled balcony component - Google Patents
A kind of installation steel bar connecting joints of overall assembled balcony component Download PDFInfo
- Publication number
- CN207063180U CN207063180U CN201720872676.9U CN201720872676U CN207063180U CN 207063180 U CN207063180 U CN 207063180U CN 201720872676 U CN201720872676 U CN 201720872676U CN 207063180 U CN207063180 U CN 207063180U
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- China
- Prior art keywords
- balcony
- component
- overall assembled
- overall
- composite beam
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Abstract
The utility model discloses a kind of installation steel bar connecting joints of overall assembled balcony component, the beam main tendon of encorbelmenting of overall balcony component stretches out and end is provided with square thread branch sleeve, and balcony slab distributing reinforcement and the floor member of corresponding connection divide the bar connecting take capel that muscle muscle is reserved with same size；Balcony encorbelment beam main tendon insertion bearing wall component newel post breach tie hoop with cage bar structure, Cantilever Beams pass through square thread sleeve between cage bar up and down and connected with reinforcing bar pin；Balcony is carried as composite beam；Overall balcony, adjacent floor deck, composite beam pass through the reserved connection take capel of balcony panels distributing reinforcement and adjacent floor member distributing reinforcement take capel and the reserved connection take capel of overlapping beam stirrup, connected by composite beam gluten grafting tenon, while composite beam gluten is connected with bottom muscle by the square thread sleeve of end with reinforcing bar pin.There is the characteristics of convenient, bar connecting is reliable, structural strength builds balcony node better than conventional PC assembled architectures and cast-in-place structural of constructing by the connecting node.
Description
Technical field
The utility model belongs to construction engineering technical field, and in particular to a kind of installation steel of overall assembled balcony component
Muscle connecting node.
Background technology
At present, conventional PC formulas assembled architecture is existed due to the limitation of member reinforcing steel bar interconnection technique, practice of construction assembly rate
Between 20-70%；Balcony is the important component in building, and the bonding strength of Fabricated balcony and main body concerns the safety of building
Property, it is one of key node for assembling building structure, how realizes easy construction, the reliable Fabricated balcony of connection and full assembling
The steel bar connecting joints of formula building element are a technical problems for being worth research.
Utility model content
Problem to be solved in the utility model is：Solve overall assembled balcony component and adjacent members and bearing carrier
Steel bar connecting joints technology, the installation reinforcing bar that the purpose of this utility model is to provide a kind of overall assembled balcony component connects
Connect node, have by the connecting node the convenient, bar connecting of constructing is reliable, structural strength better than conventional PC assembled architectures with
Cast-in-place structural builds the characteristics of balcony node.
Technical scheme is as follows used by the utility model：
A kind of installation steel bar connecting joints of overall assembled balcony component, for connect overall assembled balcony component,
Floor member, balcony carrying overlapping beam and the bearing wall component of connection adjacent with overall assembled balcony component, floor
On component take capel is connected with being reserved with floor distributing reinforcement at the balcony slab docking section in overall assembled balcony component；
The beam main tendon of encorbelmenting at overall assembled balcony component both ends stretches out, and its end thread is connected with square thread set
Tin, the section parts docked on the balcony slab between the Cantilever Beams at overall assembled balcony component both ends with floor member are provided with
The reserved connection take capel of balcony slab distributing reinforcement；
It is corresponding that the beam main tendon of encorbelmenting at overall assembled balcony component both ends inserts overall assembled balcony component both ends respectively
Bearing wall component newel post on future insufficiency in tie hoop and cage bar structure in, on overall assembled balcony component
Connected with cage bar on the Cantilever Beams of one end with the square thread sleeve of cage bar end under Cantilever Beams by pin muscle；
Balcony carrying overlapping beam is in the lower section in the gap between overall assembled balcony component and floor member；
Overall assembled balcony component, floor member and balcony carrying overlapping beam pass through overall assembled balcony component
The reserved connection take capel of balcony slab distributing reinforcement, the floor distributing reinforcement connection take capel on floor member and balcony carrying overlapping beam
The reserved connection take capel of the overlapping beam stirrup at top and composite beam gluten grafting tenon connect.
The square thread sleeve is threadedly coupled with beam main tendon of encorbelmenting, and the end of square thread sleeve radially opens up supply and marketing
The through hole that muscle passes through.
Along the length direction of wall body construction, future insufficiency in the newel post of bearing wall component is from bearing wall component
End extends to the newel post of bearing wall component and the middle part body of wall boundary position of bearing wall component.
The both sides of balcony carrying overlapping beam are extended at the both ends of the composite beam bottom muscle of balcony carrying overlapping beam, and
And the reserved end thread at composite beam bottom muscle both ends is connected with square thread sleeve, the both ends of composite beam gluten are threadedly coupled
There is square thread sleeve, corresponding composite beam gluten is connected with the square thread sleeve on the muscle of composite beam bottom by pin muscle up and down.
The composite beam gluten is oval reinforcing bar.
The upper surface of overall assembled balcony component and the upper surface of floor member are in sustained height.
The beneficial effects of the utility model are：
The installation steel bar connecting joints of overall assembled balcony component of the present utility model, for connecting overall assembled sun
Platform component, the floor member of connection adjacent with overall assembled balcony component and balcony carrying composite beam and bearing wall component；
Overall assembled balcony panels distributing reinforcement and the floor member distributing reinforcement of corresponding connection are reserved with the connection take capel of same size,
The beam main tendon of encorbelmenting at overall assembled balcony component both ends stretches out and end is provided with square thread sleeve, overall assembled
The beam main tendon of encorbelmenting at balcony component both ends inserts bearing wall component newel post corresponding to overall assembled balcony component both ends respectively
In the stirrup and cage bar structure of barbed portion, beam main tendon of encorbelmenting is between the cage bar of bearing wall member end post part, is encorbelmented
The right angle screw sheel of cage bar end is connected with pin muscle above and below beam, realizes that reinforcing bar bends up the effect of anchoring；Overall assembled balcony
The carrying beam of component is balcony carrying overlapping beam, and balcony carrying composite beam is in overall assembled balcony and the building that connects
The lower section in the gap between board member；Overall assembled balcony component, floor member and balcony carrying overlapping beam pass through sun
The composite beam of the reserved connection take capel of platen distributing reinforcement, the distributing reinforcement take capel on floor member and balcony carrying composite beam top
The reserved connection take capel of stirrup and composite beam gluten realize that grafting tenon connects, while the right angle spiral shell that composite beam gluten passes through end with bottom muscle
Rotary sleeve is connected with pin muscle, realizes that reinforcing bar bends up the effect of anchoring；
In construction, first by the spiral of the beam main tendon insertion bearing wall member end post part of encorbelmenting of overall assembled balcony
In stirrup and cage bar structure, and cage bar above and below Cantilever Beams is connected by the square thread sleeve of end with pin muscle；Overall assembling
After formula balcony is put in place, it reserves the stirrup exposed and distribution with the balcony carrying overlapping beam and floor member that connect
Muscle take capel carries out grafting tenon company with composite beam gluten, then connects composite beam gluten by the square thread sleeve and pin muscle of end
Connect, you can realize balcony and wall, beam, floor reinforcing bar integrated connection, the concrete that position is poured after finally carrying out links and applies
Work；
Therefore, overall assembled balcony of the present utility model can be realized reliable with complete fabricated adjacent and bearing carrier
Bar connecting, the structural strength after rear pouring concrete is better than conventional PC assembling building structure even cast-in-place building structure.
Brief description of the drawings
Fig. 1 is the structural representation of overall assembled balcony of the present utility model；
Fig. 2 (a) is square thread sleeve schematic diagram used in the connection of the utility model reinforcing bar right angle；
Fig. 2 (b) is reinforcing bar and square thread sleeve connection schematic diagram in the utility model；
Fig. 2 (c) is the schematic diagram of the utility model square thread sleeve connection pin muscle；
Fig. 3 is the concrete defect outlet structure signal on overall bearing wall component of the dress formula with balcony of the utility model carrying
Figure；
Fig. 4 is the composite beam schematic cross-section that the utility model carries overall assembled balcony；
Fig. 5 is that the utility model carries connection reinforcing bar and right angle that the overlapping beam end of overall assembled balcony component is reserved
Sleeve schematic diagram；
Fig. 6 is the reserved connection reinforced steel bar ring of the utility model and the floor member of the horizontally adjacent connection of overall assembled balcony
Head schematic diagram；
Fig. 7 is the utility model overall assembled balcony component and adjacent floor member, overlapping beam and carrying wall
The bar connecting schematic diagram of body component；
Fig. 8 is the utility model overall assembled balcony component and adjacent floor member, overlapping beam and carrying wall
The assembling schematic diagram of body component；
In figure：1 is beam main tendon of encorbelmenting, and 1-1 is composite beam gluten, and 2 be the reserved connection take capel of balcony slab distributing reinforcement, and 3 be straight
Angle screw shell, 4 be overall assembled balcony component, and 5 be pin muscle, and 6 be balcony carrying overlapping beam, and 6-1 is composite beam hoop
The reserved connection take capel of muscle, 6-2 are composite beam bottom muscle, and 7 be floor member, and 8 be that floor distributing reinforcement connects take capel, 9- bearing wall structures
Part.
Embodiment
The utility model is further described below in conjunction with the accompanying drawings.
Such as Fig. 1, Fig. 2 (a) to Fig. 2 (c), shown in Fig. 3 to Fig. 8, the peace of overall assembled balcony component of the present utility model
Steel bar connecting joints are filled, for connecting floor member 7, balcony carrying overlapping beam 6, overall assembled balcony component 4 and holding
Wall body construction 9 is carried, the position of the connection corresponding with balcony slab of floor member 7 is provided with to be connected with the floor distributing reinforcement of balcony slab same size
Connect take capel 8；
The beam main tendon 1 of encorbelmenting at the both ends of overall assembled balcony component 4 stretches out, in overall assembled balcony component 4
The reserved connection take capel 2 of balcony slab distributing reinforcement is identical with the reserved connection specification of take capel 8 of the floor distributing reinforcement of adjacent connection；
The beam main tendon 1 of encorbelmenting at the both ends of overall assembled balcony component 4 inserts the carrying at the both ends of overall assembled balcony component 4
In the tie hoop and cage bar structure of the newel post part of wall body construction 9, the beam main tendon 1 of encorbelmenting of balcony is in the end of bearing wall component 9
Between the cage bar of post part, pass through its end between cage bar above and below the Cantilever Beams of one end on overall assembled balcony component 4
Square thread sleeve and one section of reinforcing bar pin connect, to play the phase same-action that cage bar bends up anchoring；
Carrier bar between overall assembled balcony component 4 and the newel post of bearing wall component 9 is composite beam, and composite beam is in
The lower section in the gap between overall assembled balcony component 4 and adjacent connection floor member 7；
Overall assembled balcony component 4, connection floor member 7 and balcony carrying overlapping beam 6 pass through overall assembled
The floor distributing reinforcement connection take capel 8 and sun set in the reserved connection take capel 2 of the balcony slab distributing reinforcement of balcony component 4, floor member 7
The reserved connection take capel 6-1 of overlapping beam stirrup and composite beam gluten 1-1 grafting tenon at the top of platform carrying overlapping beam 6 connect, and fold
It is oval spiral to close beam gluten 1-1.
As shown in Figure 1, Figure 2 (a) to Fig. 2 (c) Suo Shi, the reserved end of the beam main tendon 1 of encorbelmenting of overall assembled balcony component 4 connects
It is connected to square thread sleeve 3, square thread sleeve 3 and balcony component beam main tendon 1 of encorbelmenting are threadedly coupled, square thread sleeve 3
End radially opens up the through hole that supply and marketing muscle 5 passes through, the through hole that the supply and marketing muscle 5 on corresponding square thread sleeve 3 passes through up and down
Middle piece pin muscle 5 of insertion, achievable reinforcing bar bend up the effect of anchoring；
As shown in figure 3, with reference to Fig. 7 and Fig. 8, bearing wall component 9 is reserved with downwards concrete defect in the upper end of its newel post
Mouthful, along the length direction of bearing wall component 9, concrete breach extends to bearing wall from the end of bearing wall component 9
The newel post of component 9 and the middle part body of wall boundary position of bearing wall component 9；The Cantilever Beams at the both ends of overall assembled balcony component 4
Cage bar 1 is inserted in tie hoop and the cage bar structure of the concrete indentation, there；
The upper surface of overall assembled balcony component 4 and the upper surface of connection floor member 7 adjacent thereto are in same height
Degree.
As shown in Fig. 4, Fig. 7 and Fig. 8, balcony is extended at the composite beam bottom muscle 6-2 of balcony carrying overlapping beam 6 both ends
The both sides of carrying overlapping beam 6, and in overlapping beam main tendon 6-2 reserved end to be threaded with square thread sleeve 3,
Composite beam gluten 1-1 both ends are threaded with square thread sleeve 3, and the gluten 1-1 and bottom muscle 6-2 above and below composite beam passes through
Square thread sleeve 3 is connected with pin muscle 5.
Balcony is first carried the overlapping component of beam 6 and is put in place, then by connecting node of the present utility model in construction
The tie hoop and cage bar that the beam main tendon 1 of encorbelmenting of overall assembled balcony component 4 is inserted in the newel post's breach of bearing wall component 9
In structure, and cage bar above and below Cantilever Beams is connected by square thread sleeve and pin muscle 5；Overall assembled balcony component 4 is pacified
Behind blow-down position, the reserved connection take capel 2 of balcony slab distributing reinforcement and the reserved connection take capel 6-1 of composite beam banding to connect and adjacent connection
Floor member distributing reinforcement connection take capel 8 connect corner and coaxially mutually join, be inserted into composite beam gluten 1-1 and carry out each connection reinforcing bar
Take capel grafting tenon connects, and composite beam finally is passed through into square thread sleeve 3 and pin with the gluten 1-1 and composite beam bottom muscle 6-2 at end
Muscle 5 is connected, and realizes that the reinforcing bar of balcony and wall, beam, floor is connected, and the concrete link that position is poured after finally carrying out is applied
Work.
Claims (6)
1. a kind of installation steel bar connecting joints of overall assembled balcony component, for connect overall assembled balcony component (4),
The floor member (7) of adjacent connection, balcony carrying overlapping beam (6) and bearing wall with overall assembled balcony component (4)
Component (9), it is characterised in that docked on floor member (7) with the balcony slab in overall assembled balcony component (4) pre- at section
Leave floor distributing reinforcement connection take capel (8)；
The beam main tendon of encorbelmenting (1) at overall assembled balcony component (4) both ends stretches out, and its end thread is connected with square thread
Sleeve (3), what is docked with floor member (7) on the balcony slab between the Cantilever Beams at overall assembled balcony component (4) both ends cuts
Facial position is provided with the reserved connection take capel (2) of balcony slab distributing reinforcement；
The beam main tendon of encorbelmenting (1) at overall assembled balcony component (4) both ends inserts overall assembled balcony component (4) both ends respectively
In the tie hoop and cage bar structure in future insufficiency in the newel post of corresponding bearing wall component (9), overall assembled sun
Square thread sleeve on platform component (4) with cage bar end under cage bar on the Cantilever Beams of one end and Cantilever Beams is connected by pin muscle (5)
Connect；
Balcony carrying overlapping beam (6) is under the gap between overall assembled balcony component (4) and floor member (7)
Side；
Overall assembled balcony component (4), floor member (7) and balcony carrying overlapping beam (6) pass through overall assembled sun
The reserved connection take capel (2) of the balcony slab distributing reinforcement of platform component (4), the floor distributing reinforcement connection take capel (8) on floor member (7) and
Reserved connection take capel (6-1) and composite beam gluten (1-1) grafting of overlapping beam stirrup at the top of balcony carrying overlapping beam (6)
Tenon connects.
A kind of 2. installation steel bar connecting joints of overall assembled balcony component according to claim 1, it is characterised in that
The square thread sleeve (3) is threadedly coupled with beam main tendon of encorbelmenting (1), and the end of square thread sleeve (3) radially opens up confession
The through hole that pin muscle (5) passes through.
A kind of 3. installation steel bar connecting joints of overall assembled balcony component according to claim 1, it is characterised in that
Along the length direction of bearing wall component (9), future insufficiency in the newel post of bearing wall component (9) is from bearing wall component
(9) end extends to the newel post of bearing wall component (9) and the middle part body of wall boundary position of bearing wall component (9).
A kind of 4. installation steel bar connecting joints of overall assembled balcony component according to claim 1, it is characterised in that
Extend the two of balcony carrying overlapping beam (6) in the both ends of the composite beam bottom muscle (6-2) of balcony carrying overlapping beam (6)
Side, and the reserved end thread at composite beam bottom muscle (6-2) both ends is connected with square thread sleeve (3), composite beam gluten (1-
1) both ends are threaded with square thread sleeve (3), up and down corresponding composite beam gluten (1-1) and composite beam bottom muscle (6-
2) the square thread sleeve (3) on is connected by pin muscle (5).
A kind of 5. installation steel bar connecting joints of overall assembled balcony component according to claim 1, it is characterised in that
The composite beam gluten (1-1) is oval reinforcing bar.
A kind of 6. installation steel bar connecting joints of overall assembled balcony component according to claim 1, it is characterised in that
The upper surface of overall assembled balcony component (4) is in sustained height with the upper surface of floor member (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720872676.9U CN207063180U (en) | 2017-07-18 | 2017-07-18 | A kind of installation steel bar connecting joints of overall assembled balcony component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720872676.9U CN207063180U (en) | 2017-07-18 | 2017-07-18 | A kind of installation steel bar connecting joints of overall assembled balcony component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207063180U true CN207063180U (en) | 2018-03-02 |
Family
ID=61511363
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720872676.9U Expired - Fee Related CN207063180U (en) | 2017-07-18 | 2017-07-18 | A kind of installation steel bar connecting joints of overall assembled balcony component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207063180U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424529A (en) * | 2019-08-12 | 2019-11-08 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled Cantilever Beams balcony and construction method |
| CN110670716A (en) * | 2019-10-11 | 2020-01-10 | 中民筑友科技产业有限公司 | Prefabricated beam type balcony, connection structure of prefabricated beam type balcony and prefabricated wall board and construction method |
| CN113833202A (en) * | 2021-09-18 | 2021-12-24 | 宁波同三建设集团有限公司 | Concrete superposed beam structure and construction method thereof |
-
2017
- 2017-07-18 CN CN201720872676.9U patent/CN207063180U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424529A (en) * | 2019-08-12 | 2019-11-08 | 南通联泷装配式建筑科技有限公司 | A kind of prefabricated assembled Cantilever Beams balcony and construction method |
| CN110424529B (en) * | 2019-08-12 | 2024-02-13 | 南通联泷装配式建筑科技有限公司 | Prefabricated cantilever beam balcony and construction method |
| CN110670716A (en) * | 2019-10-11 | 2020-01-10 | 中民筑友科技产业有限公司 | Prefabricated beam type balcony, connection structure of prefabricated beam type balcony and prefabricated wall board and construction method |
| CN113833202A (en) * | 2021-09-18 | 2021-12-24 | 宁波同三建设集团有限公司 | Concrete superposed beam structure and construction method thereof |
| CN113833202B (en) * | 2021-09-18 | 2022-11-11 | 宁波同三建设集团有限公司 | Concrete superposed beam structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 Termination date: 20180718 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |