CN104652608B - Assembly type exterior wall and beam connecting structure - Google Patents
Assembly type exterior wall and beam connecting structure Download PDFInfo
- Publication number
- CN104652608B CN104652608B CN201510059720.XA CN201510059720A CN104652608B CN 104652608 B CN104652608 B CN 104652608B CN 201510059720 A CN201510059720 A CN 201510059720A CN 104652608 B CN104652608 B CN 104652608B
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- wall
- hole
- precast
- fitting
- wall panel
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Abstract
The invention relates to an assembly type exterior wall and beam connecting structure. The assembly type exterior wall and beam connecting structure comprises prefabricated external wall panels, a prefabricated beam and a laminated floor, wherein wall top reserved holes are formed in the upper part of each prefabricated external wall panel, and wall bottom embedded parts are arranged at the bottoms of the prefabricated external wall panels; columns are arranged at the two ends of the prefabricated beam, beam inner side reserved holes corresponding to the wall bottom embedded parts are formed in one side of the prefabricated beam, and reinforcing steel bars and cast-in-place portions are arranged in the beam inner side reserved holes; extending portions are arranged at the outer sides of the beam inner side reserved holes, beam outer side reserved holes corresponding to the wall top reserved holes of the external wall panels above are formed in the extending portions, and reinforcing steel bars and cast-in-place portions are arranged in the wall top reserved holes and the beam outer side reserved holes; beam top embedded parts are arranged in the prefabricated beam and are connected with the laminated floor; the prefabricated external wall panels, the prefabricated beam and the laminated floor are connected through a post-cast strip. According to the assembly type exterior wall and beam connecting structure, the prefabricated external wall panels, the prefabricated beam and the laminated floor are organically connected together, so that the entirety of a whole assembly type building is improved, the assembly type building is firm and reliable, and the seismic performance of the assembly type building is improved.
Description
Technical field
The present invention relates to assembled architecture field is and in particular to the attachment structure of a kind of assembling type outer wall and beam.
Background technology
Traditional building industry is high pollution, highly energy-consuming, the disagreeableness industry of environment, and its industrialization degree is low, water consume, energy
Consumption, artificial rubbish, quantity of wastewater effluent are big, do not meet the Sustainable development policies of national energy-saving and environmental protection, and need substantial amounts of
Labour.With the continuous aggravation of China human mortality aging, the constant tension of resource and the energy, traditional mode of construction is no longer
Meet the demand for development of society.In recent years, with the continuous improvement of people's living standard, people build to building trades such as houses
The requirement building speed, construction cost, construction quality and energy-conserving and environment-protective etc. also improves constantly, and progressively moves towards modern assembled architecture
System.Using fabricated construction, housing industrialization can be realized with prefabrication, assembled in situ, material can be effectively improved simultaneously
In the efficiency of building energy conservation and structural behaviour and structural behaviour, energy saving and resource, reduce the bad of building waste and environment
Impact, reduces construction site restriction etc..Building industrialization is the developing direction of future architecture industry, and assembled architecture is also closely several
Nian Laige great building enterprise falls over each other the focus studied.Want improve assembled architecture globality it is important to handle well component it
Between connection.
Content of the invention
The technical problem to be solved in the present invention is the attachment structure providing a kind of assembling type outer wall and beam, which raises building
The assembly rate of structure, and good stability, increased anti-seismic performance, can save a large amount of manpowers.
The technical scheme is that the attachment structure of a kind of assembling type outer wall and beam, including precast wall panel, precast beam
And laminated floor slab, described precast wall panel top is provided with wall top reserving hole, and precast wall panel bottom is provided with wall bottom built-in fitting；Institute
State precast beam two ends and be provided with pillar, precast beam side is provided with reserving hole inside the beam corresponding with wall bottom built-in fitting, in beam
It is provided with reinforcing bar and cast-in-place portion in the reserving hole of side；Be provided with extension outside reserving hole inside beam, extension be provided with
Reserving hole outside the corresponding beam of the wall top reserving hole of precast wall panel, in reserving hole outside wall top reserving hole and beam
It is provided with reinforcing bar and cast-in-place portion；It is provided with back built-in fitting, back built-in fitting is connected with laminated floor slab in described precast beam；Described pre-
Side fascia processed, precast beam and laminated floor slab are connected by post-cast strip.
Preferably, at least two pieces of the quantity of described precast wall panel.
Preferably, described precast wall panel both sides are provided with notch.
Preferably, described precast wall panel forms entirety by notch casting concrete, and uses sealing and pe
Rod is blocked.
Preferably, described precast wall panel top be provided with fix temporarily bearing diagonal built-in fitting, reserved hole for hoist and
Reserved interim fixing hole hole.
Preferably, the extension of described precast beam is provided with the hoisting port corresponding with reserved hole for hoist.
Preferably, described wall top reserving hole, fix bearing diagonal built-in fitting, reserved hole for hoist temporarily and reserved face
When fixation holes quantity equal at least two, described wall top reserving hole, fix bearing diagonal built-in fitting, reserved hole for hoist temporarily
All symmetrical along the center line of precast wall panel with reserved interim fixing hole hole.
As a modification of the present invention, described reserved lifting in the hole is provided with pre-embedded bolt.
Preferably, described wall bottom built-in fitting is made up of rectangle ironware with holes and reinforcing bar.
Preferably, described back built-in fitting is made up of equally distributed reinforcing bar.
Precast wall panel of the present invention is made by the way of factory lines are prefabricated, improves the assembly rate of building structure,
Precast wall panel is simple with the connected mode of beam, and work efficiency is high, can save a large amount of manpowers, and the perps between Side fascia passes through to pour
Pea gravel concreten is allowed to be connected as a single entity；The upper and lower of precast wall panel is all closely connected with precast beam, increased it stable
Property；Post-cast strip casting concrete make precast wall panel, precast beam organically connected with laminated floor slab together with, improve whole assembling
The globality of formula building, makes assembled architecture solid and reliable, and anti-seismic performance increases.
Brief description
Fig. 1 is the structural representation of the precast wall panel of embodiment 1.
Fig. 2 is the transverse sectional view of the precast wall panel of embodiment 1.
Fig. 3 is the structural representation of the wall bottom built-in fitting of embodiment 1.
Fig. 4 is the structural representation of the seam connection of the precast wall panel of embodiment 1.
Fig. 5 is the structural representation of the precast beam of embodiment 1.
Fig. 6 is the a-a direction view of Fig. 5.
Fig. 7 is the structural representation that is connected with top precast beam of precast wall panel top of embodiment 1.
Fig. 8 is the structural representation that is connected with lower section precast beam of precast wall panel bottom of embodiment 1.
Specific embodiment
Embodiment 1
As shown in Figures 1 to 7, a kind of assembling type outer wall and beam connecting structure, including precast wall panel 1, precast beam 12 and
Laminated floor slab 16.Precast wall panel 1 top is provided with wall top reserving hole 2, fixes bearing diagonal built-in fitting 3, reserved hole for hoist 4 temporarily
With reserved interim fixing hole hole 5.Wall top reserving hole 2, fix bearing diagonal built-in fitting 3, reserved hole for hoist 4 and reserved interim temporarily
The quantity equal at least two of fixation holes 5, and all symmetrical along the center line of precast wall panel 1.2 reserved holes for hoist 4
It is respectively distributed to left and right two parts of precast wall panel 1, for the lifting to precast wall panel 1.Fix bearing diagonal pre-buried temporarily
Part 3 and reserved interim fixing hole hole 5 are used for interim fixation when precast wall panel 1 is installed.
The bottom of precast wall panel 1 is provided with wall bottom built-in fitting 6.Wall bottom built-in fitting 6 is by rectangle ironware with holes and reinforcing bar group
Become, as shown in Figure 3.Reinforcing bar is connected on rectangle ironware by Type of Welding and gos deep in precast facade body 1, and exposed parts carry
Hole, connects for the precast beam 12 with lower section.Precast wall panel 1 both sides are provided with notch 7, and notch 7 is located at precast wall panel 1
In.At least two pieces of the quantity of precast wall panel 1, can form perps when two pieces of precast wall panels 1 are installed, by perps
Casting concrete, it is overall to connect formation, and wherein so that two pieces of precast wall panels 1 is connected more solid stable for notch 7.Pour
Afterwards, carry out closure using sealing 14 and pe rod 15 and make isothermal holding.
Precast beam 12 two ends are provided with pillar 11, precast beam 12 are clipped in the centre of pillar 11.Precast beam 12 side be provided with
Reserving hole 9 inside the corresponding beam of wall bottom built-in fitting 6, in reserving hole inside beam, 9 are provided with reinforcing bar and cast-in-place portion.Wall bottom is pre-
Embedded part 6 stretches out and carries out slip casting, Ran Houzai after reserving hole 9 alignment inside hole on wall part and the beam of lower section precast beam 12
Insertion reinforcing bar is attached, and completes the bottom of precast wall panel 1 and the connection of lower section precast beam 12.
It is provided with extension, extension is provided with corresponding with wall top reserving hole 2 outside reserving hole 9 inside beam
Reserving hole 8 outside beam.It is equipped with reinforcing bar and cast-in-place portion, that is, wall top is reserved in reserving hole 8 outside wall top reserving hole 2 and beam
Carry out slip casting after reserving hole 8 alignment outside beam on hole 2 and top precast beam 12, be then inserted into reinforcing bar and be attached.
It is provided with back built-in fitting 13, it is equally distributed reinforcing bar in precast beam 12.Back built-in fitting 13 is connected with laminated floor slab 16.
The extension of precast beam 12 is provided with the hoisting port 10 corresponding with reserved hole for hoist 4, fixes during for hoisting prefabricated beam 12
Cable.Hoisting port 10 is provided with two, and the center line with regard to precast beam 12 is symmetrical.
Inside beam, reserving hole 9 upper end is provided with post-cast strip 17.Precast wall panel 1, precast beam 12 and laminated floor slab 16 pass through
Post-cast strip 17 connects.
Precast wall panel is made by the connected mode that the top of precast wall panel 1 is connected with precast beam 12 respectively with bottom
1 is more firm with precast beam 12, and notch 7 makes between exterior wall and post-cast strip 17 makes precast wall panel 1, precast beam 12 and overlapping simultaneously
Firmly connect between floor 16, safe and reliable, increased the globality of assembled arthitecutral structure.
Embodiment 2: the attachment structure of a kind of assembling type outer wall and beam, including precast wall panel, precast beam and laminated floor slab,
Described precast wall panel top is provided with wall top reserving hole, and precast wall panel bottom is provided with wall bottom built-in fitting；Described precast beam two
End is provided with pillar, and precast beam side is provided with reserving hole inside the beam corresponding with wall bottom built-in fitting, reserving hole inside beam
Inside it is provided with reinforcing bar and cast-in-place portion；It is provided with extension, extension is provided with and wall top preformed hole outside reserving hole inside beam
Reserving hole outside the corresponding beam in hole, is provided with reinforcing bar and cast-in-place portion in reserving hole outside wall top reserving hole and beam；Described
It is provided with back built-in fitting, back built-in fitting is connected with laminated floor slab in precast beam；Described precast wall panel, precast beam and overlapping
Floor is connected by post-cast strip.Reserved lifting in the hole on precast wall panel is provided with pre-embedded bolt, for lifting.
Other structures are same as Example 1.
Above in conjunction with accompanying drawing, embodiments of the present invention are explained in detail, but the present invention is not limited to above-mentioned enforcement
Mode, such as precast wall panel are used for lifting not only by reserved hole for hoist, can also be by precast wall panel top
Pre-embedded bolt being lifted, the essence in a word in the ken that described field those of ordinary skill possesses, to the present invention
Any modification, equivalent substitute and improvement made within god and principle etc., it all should cover the technology being claimed in the present invention
Within aspects.
Claims (10)
1. the attachment structure of a kind of assembling type outer wall and beam, including precast wall panel (1), precast beam (12) and laminated floor slab
(16) it is characterised in that: described precast wall panel (1) top is provided with wall top reserving hole (2), and precast wall panel (1) bottom sets
There is wall bottom built-in fitting (6)；Described precast beam (12) two ends are provided with pillar (11), and precast beam (12) side is provided with and wall bottom built-in fitting
(6) reserving hole (9) inside corresponding beam, is provided with reinforcing bar and cast-in-place portion in reserving hole (9) inside beam；Reserved inside beam
Hole is provided with extension outside (9), and extension is provided with corresponding with wall top reserving hole (2) of precast wall panel (1)
Beam outside reserving hole (8), be provided with reinforcing bar and cast-in-place portion in reserving hole (8) outside wall top reserving hole (2) and beam；Described
It is provided with back built-in fitting (13), back built-in fitting (13) is connected with laminated floor slab (16) in precast beam (12)；Described prefabricated outer
Wallboard (1), precast beam (12) and laminated floor slab (16) pass through post-cast strip (17) and connect.
2. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described precast wall panel
(1) at least two pieces of quantity.
3. the attachment structure of assembling type outer wall according to claim 2 and beam is it is characterised in that described precast wall panel
(1) both sides are provided with notch (7).
4. the attachment structure of assembling type outer wall according to claim 3 and beam is it is characterised in that described precast wall panel
(1) entirety is formed by notch (7) casting concrete, and blocked using sealing (14) and pe rod (15).
5. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described precast wall panel
(1) top is provided with and fixes bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserved interim fixing hole hole (5) temporarily.
6. the attachment structure of assembling type outer wall according to claim 5 and beam is it is characterised in that described precast beam (12)
Extension is provided with the hoisting port (10) corresponding with reserved hole for hoist (4).
7. the attachment structure of assembling type outer wall according to claim 5 and beam is it is characterised in that described wall top reserving hole
(2) quantity, temporarily fixing bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserved interim fixing hole hole (5) is all at least
Two, described wall top reserving hole (2), fix bearing diagonal built-in fitting (3), reserved hole for hoist (4) and reserving temporarily and fix temporarily
Hole (5) is symmetrical along the center line of precast wall panel (1).
8. the attachment structure of assembling type outer wall according to claim 7 and beam is it is characterised in that described reserved hole for hoist
(4) it is provided with pre-embedded bolt in.
9. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described wall bottom built-in fitting
(6) it is made up of rectangle ironware with holes and reinforcing bar.
10. the attachment structure of assembling type outer wall according to claim 1 and beam is it is characterised in that described back built-in fitting
(13) it is made up of equally distributed reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510059720.XA CN104652608B (en) | 2015-02-05 | 2015-02-05 | Assembly type exterior wall and beam connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510059720.XA CN104652608B (en) | 2015-02-05 | 2015-02-05 | Assembly type exterior wall and beam connecting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104652608A CN104652608A (en) | 2015-05-27 |
| CN104652608B true CN104652608B (en) | 2017-01-25 |
Family
ID=53244195
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510059720.XA Expired - Fee Related CN104652608B (en) | 2015-02-05 | 2015-02-05 | Assembly type exterior wall and beam connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104652608B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220809B (en) * | 2015-10-26 | 2018-01-16 | 济南轨道交通集团有限公司 | A kind of arch top plate and the attachment structure and its construction method of bracket stake |
| CN106522372B (en) * | 2016-09-20 | 2019-01-15 | 上海迅铸建筑科技有限公司 | A kind of hybrid integrated house and construction method |
| CN106284685A (en) * | 2016-10-14 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard and the post-cast strip attachment structure of floor plates |
| CN108867880B (en) * | 2018-09-12 | 2023-11-14 | 江西嘉致建设有限公司 | Assembled reinforced concrete building |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1062929C (en) * | 1997-05-31 | 2001-03-07 | 杨绍林 | House building method by using paper faced straw board |
| US6698150B1 (en) * | 1998-06-09 | 2004-03-02 | Brentmuir Developments (1993) Limited | Concrete panel construction system |
| CN101597920A (en) * | 2008-06-02 | 2009-12-09 | 蒋正波 | Assembled type building construction and method thereof |
| CN103114663B (en) * | 2013-03-07 | 2015-01-14 | 浙江省建筑科学设计研究院有限公司 | Assemble type multifunctional outer wall body and production and installation method thereof |
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN204475529U (en) * | 2015-02-05 | 2015-07-15 | 中国建筑第七工程局有限公司 | The syndeton of a kind of assembling type outer wall and beam |
-
2015
- 2015-02-05 CN CN201510059720.XA patent/CN104652608B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN104652608A (en) | 2015-05-27 |
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| C10 | Entry into 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: 20160704 Address after: Henan province Zhengzhou City 450000 East Road No. 108 Applicant after: China Construction Seventh Engineering Division. Corp. Ltd. Applicant after: The Fourth Company Ltd. of China Construction Seventh Engineering Co., Ltd. Address before: Henan province Zhengzhou City 450000 East Road No. 108 Applicant before: China Construction Seventh Engineering Division. Corp. Ltd. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170125 Termination date: 20210205 |