CN206554247U - Precast floor slab and prefabricated panel attachment structure and building - Google Patents
Precast floor slab and prefabricated panel attachment structure and building Download PDFInfo
- Publication number
- CN206554247U CN206554247U CN201720274165.7U CN201720274165U CN206554247U CN 206554247 U CN206554247 U CN 206554247U CN 201720274165 U CN201720274165 U CN 201720274165U CN 206554247 U CN206554247 U CN 206554247U
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- Prior art keywords
- floor slab
- precast floor
- prefabricated panel
- shaped reinforcing
- bar
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 77
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 210000003205 muscle Anatomy 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 8
- 239000004567 concrete Substances 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of precast floor slab and prefabricated panel attachment structure and building, is related to building field, including at least one precast floor slab and prefabricated panel；Stretching out at the top of prefabricated panel multiple is used to connecting the wall connection joint bar of prefabricated panel between contiguous floors；Each precast floor slab is overlapped at the top of prefabricated panel, and precast floor slab stretches out multiple U-shaped reinforcing bars, and gap of each U-shaped reinforcing bar through multiple walls connection joint bar with one end that prefabricated panel is overlapped, and the opening portion of each U-shaped reinforcing bar is stretched into precast floor slab；Multiple U-shaped reinforcing bars are inserted with least one plate connection joint bar through multiple U-shaped reinforcing bars through the region that multiple walls connect joint bar.It using this attachment structure, can meet between precast floor slab and prefabricated panel on the premise of intensity requirement, reduce the lap of splice of precast floor slab and prefabricated panel, or, reduce the anchorage length of cast-in-situ floor and reinforcing steel bars of wallboards；Cast-in-place amount is small simultaneously, and easy construction meets assembled architecture requirement.
Description
Technical field
The utility model is related to technical field of buildings, more particularly, to precast floor slab and prefabricated panel attachment structure and building
Thing.
Background technology
The developing direction of building products is constantly to improve the use function of product, meet the applicability of product, reach
The building individuation and artistic characteristic of product.In the design of product, mitigate the deadweight of building as far as possible, meet the carrying of structure
Ability, the anti-seismic performance of enhancing structure, it is ensured that its useful life.Will be it is especially noted that including with the content considered, in product
Design and construction during, using which type of structure type, the labor intensity of workmen can be mitigated, machinery is improved
Change construction degree and improve production efficiency.And improving production efficiency includes reducing raw material, the usage amount of instrument, energy is saved
Source, reduces environmental pollution, completes material, resource, instrument, machinery, the reasonable disposition of personnel, simplifies operational procedure and changes and constructs
Link, shortens construction period, plays the maximum efficiency of various regulations, and completes the manufacturing process of product.
Prefabricated assembled shear wall structure is using prefabricated or half prefabricated panel as main member, through assembled in situ, part now
The concrete structure poured.Prefabricated assembled shear wall concrete structure has that build guality is high, speed of production is fast, protection ring
Border, the advantages of economize on resources, be conducive to social sustainable development.
At present, domestic fabricated shear wall structure interconnection technique reaches its maturity, and has worked out national regulation and atlas.But
It is that low layer assembled system attachment structure need further research.Precast floor slab how is solved with the wall lap of splice to be discontented with
Foot is the problem of require and how to solve cast-in-situ floor and is all existing the problem of reinforcing steel bars of wallboards anchorage length is unsatisfactory for requiring
The place improved is needed in technical foundation.
Utility model content
The purpose of this utility model is to provide a kind of precast floor slab and prefabricated panel attachment structure and building, successfully solved
Precast floor slab of having determined is unsatisfactory for requiring problem with the wall lap of splice, solves cast-in-situ floor and is discontented with reinforcing steel bars of wallboards anchorage length
The problem of foot is required.Cast-in-place amount is small simultaneously, and easy construction meets assembled architecture requirement.
To achieve the above object, the utility model provides following technical scheme：
In a first aspect, the utility model provides a kind of precast floor slab and prefabricated panel attachment structure, including at least one is pre-
Floor and prefabricated panel processed；Wherein,
Being stretched out at the top of the prefabricated panel multiple is used to connecting the wall connection joint bar of prefabricated panel between contiguous floors；
Each described precast floor slab is overlapped at the top of the prefabricated panel, and the precast floor slab and the prefabricated panel
Multiple U-shaped reinforcing bars, and gap of each U-shaped reinforcing bar through multiple wall connection joint bars are stretched out in one end of overlap joint, and
The opening portion of each U-shaped reinforcing bar is stretched into the precast floor slab；
The region of multiple U-shaped reinforcing bars through multiple wall connection joint bars is inserted with least one through multiple U
The plate connection joint bar of steel bar.
Further, the plate connection joint bar quantity is 2-4.
Further, when the precast floor slab quantity is two, each precast floor slab is overlapped on described pre- respectively
In panel tops both sides processed, and two precast floor slabs, each precast floor slab divides towards the side of another precast floor slab
Multiple U-shaped reinforcing bars are not stretched out, and multiple U-shaped reinforcing bars both pass through the gap between multiple wall connection joint bars.
Further, the region of multiple U-shaped reinforcing bars through multiple wall connection joint bars is inserted with least one and run through
The plate connection joint bar of multiple U-shaped reinforcing bars.
Further, the plate connection joint bar quantity is 2-4.
Further, the spacing for the U-shaped reinforcing bar that the same precast floor slab stretches out is 100mm-500mm.
Further, the spacing of each wall connection joint bar is 200mm-5000mm.
Further, the height dimension that the wall connection joint bar stretches out the prefabricated panel is more than the thickness of the precast floor slab
Spend size.
Further, the plate connection joint bar is connected with the U-shaped reinforcing bar grouting.
Second aspect, the utility model also provides a kind of building, including the prefabricated building any one of first aspect
Plate and prefabricated panel attachment structure.
The precast floor slab that the utility model is provided has the advantages that with prefabricated panel attachment structure and building：
The utility model first aspect is there is provided a kind of precast floor slab and prefabricated panel attachment structure, including at least one is pre-
Floor and prefabricated panel processed；Wherein, stretching out at the top of prefabricated panel multiple is used to connecting the wall connection of prefabricated panel between contiguous floors
Joint bar；Each precast floor slab is overlapped at the top of prefabricated panel, and precast floor slab stretches out multiple U with one end that prefabricated panel is overlapped
Steel bar, and each U-shaped reinforcing bar through multiple walls connect joint bar gap, and each U-shaped reinforcing bar opening portion stretch into it is pre-
In floor processed；Multiple U-shaped reinforcing bars are inserted with least one through the region that multiple walls connect joint bar and connected through the plate of multiple U-shaped reinforcing bars
Patch muscle.Precast floor slab is overlapped at the top of prefabricated panel, and armored concrete precast floor slab stretches out U with the termination that prefabricated panel is overlapped
Steel bar, U-shaped reinforcing bar extend through prefabricated panel wall connection joint bar, and each U-shaped reinforcing bar through multiple walls connect joint bar between
Gap, insertion plate connection joint bar, then pours collar tie beam between U-shaped reinforcing bar and wall connection joint bar.The U-shaped reinforcing bar that precast floor slab stretches out
Joint bar is connected with plate effectively to connect, cast-in-place collar tie beam connects joint bar by the plate stretched out above wallboard and effectively connected, and precast floor slab is stretched
The U-shaped reinforcing bar gone out connects joint bar by being inserted in plate between U-shaped reinforcing bar and wall connection joint bar, prevents precast floor slab from deviating from precast floor slab
Moved with the lap-joint direction of prefabricated panel, can effectively increase the cross shear between precast floor slab, successfully solve prefabricated building
Plate is unsatisfactory for requiring problem with the prefabricated panel lap of splice, solves cast-in-situ floor and is unsatisfactory for requiring with reinforcing steel bars of wallboards anchorage length
The problem of；It using this attachment structure, can meet between precast floor slab and prefabricated panel on the premise of intensity requirement, reduce pre-
The lap of splice of floor and prefabricated panel processed, or, reduce the anchorage length of cast-in-situ floor and reinforcing steel bars of wallboards；While cast-in-place amount
Small, easy construction meets assembled architecture requirement.
The building that the utility model second aspect is provided is provided with the precast floor slab of the utility model first aspect offer
With prefabricated panel attachment structure so that the precast floor slab and the prefabricated panel attachment structure that are provided with the utility model first aspect
All beneficial effects being had.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
The accompanying drawing used required in embodiment or description of the prior art is briefly described, it should be apparent that, describe below
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Precast floor slab connects with prefabricated panel during the precast floor slab that Fig. 1 provides for the utility model first aspect embodiment
The structural representation of binding structure；
Precast floor slab connects with prefabricated panel during two precast floor slabs that Fig. 2 provides for the utility model first aspect embodiment
The structural representation of binding structure；
Precast floor slab connects with prefabricated panel during the precast floor slab that Fig. 3 provides for the utility model first aspect embodiment
The structural representation of binding structure；
Precast floor slab connects with prefabricated panel during two precast floor slabs that Fig. 4 provides for the utility model first aspect embodiment
The structural representation of binding structure.
Icon：1- precast floor slabs；2- prefabricated panels；3- walls connect joint bar；4-U steel bars；5- plates connect joint bar.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on the embodiment in the utility model, sheet
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
, it is necessary to explanation in description of the present utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular
Directly ", the orientation or position relationship of the instruction such as " level ", " interior ", " outer " are, based on orientation shown in the drawings or position relationship, to be only
Described for the ease of description the utility model and simplifying, rather than to indicate or imply that signified device or element must have specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.In addition, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicating or implying relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
Embodiment of the present utility model is described in detail below in conjunction with accompanying drawing.It should be appreciated that herein
Described embodiment is merely to illustrate and explained the utility model, is not limited to the utility model.
Fig. 1, Fig. 2, Fig. 3 and Fig. 4 are refer to, the precast floor slab provided below in conjunction with accompanying drawing the utility model embodiment
Elaborated with prefabricated panel attachment structure and building.
The embodiment of the utility model first aspect provides a kind of precast floor slab and prefabricated panel attachment structure, including extremely
Few a precast floor slab 1 and prefabricated panel 2；Wherein,
The top of prefabricated panel 2, which is stretched out, multiple is used to connecting the wall connection joint bar 3 of prefabricated panel 2 between contiguous floors；
Each precast floor slab 1 is overlapped on the top of prefabricated panel 2, and one end that precast floor slab 1 is overlapped with prefabricated panel 2 is stretched
Go out multiple U-shaped reinforcing bars 4, and each U-shaped reinforcing bar 4 through multiple walls connect joint bar 3 gap, and each U-shaped reinforcing bar 4 opens
Oral area is stretched into precast floor slab 1；
Multiple U-shaped reinforcing bars 4 are inserted with least one plate for running through multiple U-shaped reinforcing bars 4 through the region that multiple walls connect joint bar 3
Connect joint bar 5.
It should be noted that the utility model first aspect embodiment is connected there is provided a kind of precast floor slab with prefabricated panel
Structure, including at least one precast floor slab and prefabricated panel；Wherein, stretch out multiple for connecting contiguous floors at the top of prefabricated panel
Between prefabricated panel wall connection joint bar；Each precast floor slab is overlapped at the top of prefabricated panel, and precast floor slab and prefabricated panel
Multiple U-shaped reinforcing bars, and gap of each U-shaped reinforcing bar through multiple walls connection joint bar are stretched out in one end of overlap joint, and each is U-shaped
The opening portion of reinforcing bar is stretched into precast floor slab；Multiple U-shaped reinforcing bars are inserted with least one through the region that multiple walls connect joint bar and passed through
Wear the plate connection joint bar of multiple U-shaped reinforcing bars.Precast floor slab is overlapped at the top of prefabricated panel, armored concrete precast floor slab with it is prefabricated
U-shaped reinforcing bar is stretched out in the termination of wallboard overlap joint, and U-shaped reinforcing bar extends through the wall connection joint bar of prefabricated panel, and each U-shaped reinforcing bar is through multiple
Gap between wall connection joint bar, insertion plate connection joint bar, then pours collar tie beam between U-shaped reinforcing bar and wall connection joint bar.In advance
The U-shaped reinforcing bar that floor processed stretches out is connected joint bar with plate and effectively connected, and cast-in-place collar tie beam connects joint bar by the plate stretched out above wallboard
Effectively connection, the U-shaped reinforcing bar that precast floor slab stretches out connects joint bar by being inserted in plate between U-shaped reinforcing bar and wall connection joint bar, prevents
Precast floor slab is moved away from the lap-joint direction of precast floor slab and prefabricated panel, can effectively increase the lateral shear between precast floor slab
Power, successfully solves precast floor slab and is unsatisfactory for requiring problem with the wall lap of splice, solve cast-in-situ floor and reinforcing steel bars of wallboards anchor
Gu the problem of length is unsatisfactory for requiring；Using this attachment structure, it can be wanted meeting intensity between precast floor slab and prefabricated panel
On the premise of asking, reduce the lap of splice of precast floor slab and prefabricated panel, or, reduce the anchoring of cast-in-situ floor and reinforcing steel bars of wallboards
Length；Cast-in-place amount is small simultaneously, and easy construction meets assembled architecture requirement.
Further, plate connection joint bar 5 quantity is 2-4.
It should be noted that multiple U-shaped reinforcing bars are inserted with least one through multiple U through the region that multiple walls connect joint bar
The plate connection joint bar of steel bar.Specifically, plate connection joint bar quantity intensity can be selected according to needed for cast-in-place collar tie beam.Plate connection is inserted
Muscle quantity is specifically as follows 2-4, such as：Plate connection joint bar quantity can be 2, and plate connection joint bar quantity can also be 4.
Further, when the quantity of precast floor slab 1 is two, each precast floor slab 1 is overlapped on the top of prefabricated panel 2 respectively
In both sides, and two precast floor slabs 1, each precast floor slab 1 stretches out multiple U respectively towards the side of another precast floor slab 1
Steel bar 4, multiple U-shaped reinforcing bars 4 both pass through the gap between multiple wall connection joint bars 3.
It should be noted that when precast floor slab quantity is two, each precast floor slab is overlapped on prefabricated panel top respectively
In portion both sides, and two precast floor slabs, each precast floor slab stretches out multiple U-shaped respectively towards the side of another precast floor slab
Reinforcing bar, multiple U-shaped reinforcing bars both pass through the gap between multiple wall connection joint bars.Specifically, two precast floor slabs and prefabricated panel
The U-shaped reinforcing bar that one end of overlap joint is stretched out respectively is corresponded, and one-to-one two U-shaped bar splicings.Two U-shaped reinforcing bars are taken
Intensity can be effectively improved by connecing.
Further, multiple U-shaped reinforcing bars 4 are inserted with least one through multiple U-shaped through the region that multiple walls connect joint bar 3
The plate connection joint bar 5 of reinforcing bar 4.
It should be noted that the area of plate connection joint bar simultaneously between U-shaped reinforcing bar and wall the connection joint bar being oppositely arranged
U-shaped reinforcing bar is divided into two parts by straight line where domain, i.e. wall connection joint bar, and at least one is all inserted with every part through multiple U-shaped
The plate connection joint bar of reinforcing bar.Wall connection joint bar both sides are inserted with least one plate connection joint bar through multiple U-shaped reinforcing bars, prevent
Two precast floor slabs are moved away from the lap-joint of precast floor slab and prefabricated panel, can effectively increase the lateral shear between precast floor slab
Power, successfully solves precast floor slab and is unsatisfactory for requiring problem with the wall lap of splice, solve cast-in-situ floor and reinforcing steel bars of wallboards anchor
Gu the problem of length is unsatisfactory for requiring；Using this attachment structure, it can be wanted meeting intensity between precast floor slab and prefabricated panel
On the premise of asking, reduce the lap of splice of precast floor slab and prefabricated panel, or, reduce the anchoring of cast-in-situ floor and reinforcing steel bars of wallboards
Length；Cast-in-place amount is small simultaneously, and easy construction meets assembled architecture requirement.
Further, plate connection joint bar 5 quantity is 2-4.
It should be noted that when precast floor slab quantity is two, each precast floor slab is overlapped on prefabricated panel top respectively
In portion both sides, and two precast floor slabs, each precast floor slab stretches out multiple U-shaped respectively towards the side of another precast floor slab
Reinforcing bar, multiple U-shaped reinforcing bars both pass through the gap between multiple wall connection joint bars.Multiple U-shaped reinforcing bars connect joint bar through multiple walls
Region be inserted with least one through multiple U-shaped reinforcing bars plate connection joint bar.Specifically, plate connection joint bar quantity can be according to existing
Intensity needed for pouring collar tie beam is selected.Plate connection joint bar quantity is specifically as follows 2-4, such as：Plate connection joint bar quantity can be 2,
Plate connection joint bar quantity can also be 4.
Further, the spacing for the U-shaped reinforcing bar 4 that same precast floor slab 1 stretches out is 100mm-500mm.
It should be noted that the spacing for the U-shaped reinforcing bar that same precast floor slab stretches out is 100mm-500mm.Specifically, it is U-shaped
The spacing of reinforcing bar intensity can be selected according to needed for cast-in-place collar tie beam.The spacing for the U-shaped reinforcing bar that same precast floor slab stretches out specifically may be used
Think 100mm-500mm, such as：100mm、200mm、300mm、400mm、500mm.
Further, the spacing of each wall connection joint bar 3 is 200mm-5000mm.
It should be noted that the spacing for the adjacent wall connection joint bar that same prefabricated panel stretches out is 200mm-5000mm.Tool
Body, the spacing for the adjacent wall connection joint bar that same prefabricated panel stretches out intensity can be selected according to needed for cast-in-place collar tie beam.It is same
The spacing for the adjacent wall connection joint bar that prefabricated panel stretches out is specifically as follows 200mm-5000mm, such as：200mm、1000mm、
3000mm、5000mm.Also, the wall connection joint bar quantity that same prefabricated panel stretches out is no less than 2.
Further, wall connection joint bar 3 stretches out thickness of the height dimension more than precast floor slab 1 of prefabricated panel 2.
It should be noted that wall connection joint bar stretches out thickness of the height dimension more than precast floor slab of prefabricated panel,
In order to pour after collar tie beam, it can continue to connect the prefabricated panel between contiguous floors.
Further, plate connection joint bar 5 is connected with the grouting of U-shaped reinforcing bar 4.
It is connected it should be noted that plate connects joint bar with the grouting of U-shaped reinforcing bar, in order to make full use of the respective advantage of material,
Improve structural-load-carrying capacity.Because the anti-pressure ability of concrete is stronger, and tensile capacity is very weak.The tension and resistance to compression energy of reinforcing bar
Power is all very strong.Both materials are combined together cooperation, the compressive property of concrete and resisting for reinforcing bar has been given full play to
Draw performance.It is this by reinforcing bar and coagulation local soil type into structural elements be referred to as reinforced concrete structure, reinforced concrete structure is simultaneous
There are the compressive property of concrete and the tensile property of reinforcing bar.
The embodiment of the utility model second aspect provides a kind of building (not shown), including the utility model
The precast floor slab provided in first aspect embodiment and prefabricated panel attachment structure.
The building that the embodiment of the utility model second aspect is provided is provided with the implementation of the utility model first aspect
The precast floor slab that example is provided and prefabricated panel attachment structure, so that the offer of the embodiment with the utility model first aspect is pre-
All beneficial effects that floor processed has with prefabricated panel attachment structure.
Finally it should be noted that：Various embodiments above is only limited to illustrate the technical solution of the utility model, rather than to it
System；Although utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should manage
Solution：It can still modify to the technical scheme described in foregoing embodiments, or to which part or whole skills
Art feature carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from the utility model
The scope of each embodiment technical scheme.
Claims (10)
1. a kind of precast floor slab and prefabricated panel attachment structure, it is characterised in that including at least one precast floor slab (1) and prefabricated
Wallboard (2)；Wherein,
Being stretched out at the top of the prefabricated panel (2) multiple is used to connecting the wall connection joint bar (3) of prefabricated panel (2) between contiguous floors；
Each described precast floor slab (1) is overlapped at the top of the prefabricated panel (2), and the precast floor slab (1) with it is described pre-
Multiple U-shaped reinforcing bars (4) are stretched out in one end of wallboard (2) overlap joint processed, and each U-shaped reinforcing bar (4) is inserted through multiple wall connections
Gap between muscle (3), and the opening portion of each U-shaped reinforcing bar (4) stretched into the precast floor slab (1)；
The region of multiple U-shaped reinforcing bars (4) through multiple wall connection joint bars (3) is inserted with least one through multiple described
The plate connection joint bar (5) of U-shaped reinforcing bar (4).
2. precast floor slab according to claim 1 and prefabricated panel attachment structure, it is characterised in that the plate connects joint bar
(5) quantity is 2-4.
3. precast floor slab according to claim 1 and prefabricated panel attachment structure, it is characterised in that when the precast floor slab
(1) when quantity is two, each precast floor slab (1) is overlapped on both sides at the top of the prefabricated panel (2), and two institutes respectively
State in precast floor slab (1), multiple U are stretched out in the side of each precast floor slab (1) towards another precast floor slab (1) respectively
Steel bar (4), multiple U-shaped reinforcing bars (4) both pass through the gap between multiple wall connection joint bars (3).
4. precast floor slab according to claim 3 and prefabricated panel attachment structure, it is characterised in that multiple U-shaped steel
Muscle (4) is inserted with least one through the region of multiple wall connection joint bars (3) and connected through the plate of multiple U-shaped reinforcing bars (4)
Patch muscle (5).
5. precast floor slab according to claim 3 and prefabricated panel attachment structure, it is characterised in that the plate connects joint bar
(5) quantity is 2-4.
6. precast floor slab and prefabricated panel attachment structure according to claim 1 or 3, it is characterised in that same described pre-
The spacing for the U-shaped reinforcing bar (4) that floor (1) processed is stretched out is 100mm-500mm.
7. precast floor slab and prefabricated panel attachment structure according to claim 1 or 3, it is characterised in that each wall
The spacing for connecting joint bar (3) is 200mm-5000mm.
8. precast floor slab according to claim 1 and prefabricated panel attachment structure, it is characterised in that the wall connects joint bar
(3) height dimension for stretching out the prefabricated panel (2) is more than the thickness of the precast floor slab (1).
9. precast floor slab and prefabricated panel attachment structure according to claim 1 or 4, it is characterised in that the plate connection
Joint bar (5) is connected with U-shaped reinforcing bar (4) grouting.
10. a kind of building, it is characterised in that including the precast floor slab and prefabricated panel any one of claim 1 to 9
Attachment structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720274165.7U CN206554247U (en) | 2017-03-20 | 2017-03-20 | Precast floor slab and prefabricated panel attachment structure and building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720274165.7U CN206554247U (en) | 2017-03-20 | 2017-03-20 | Precast floor slab and prefabricated panel attachment structure and building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554247U true CN206554247U (en) | 2017-10-13 |
Family
ID=60365874
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720274165.7U Expired - Fee Related CN206554247U (en) | 2017-03-20 | 2017-03-20 | Precast floor slab and prefabricated panel attachment structure and building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554247U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795036A (en) * | 2017-12-01 | 2018-03-13 | 三筑工科技有限公司 | Shear wall attachment structure and shear wall connection system |
| CN108442513A (en) * | 2018-05-30 | 2018-08-24 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The battle pin connection structure and its construction method of concrete component |
| CN110629886A (en) * | 2019-10-14 | 2019-12-31 | 湖北思泽新能源科技有限公司 | Construction method for combining cast-in-place cylinder structure with fabricated frame structure |
| CN117386022A (en) * | 2023-11-28 | 2024-01-12 | 杭州嘉图建筑节能科技有限公司 | Assembled wall and floor slab connecting structure and construction method |
-
2017
- 2017-03-20 CN CN201720274165.7U patent/CN206554247U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795036A (en) * | 2017-12-01 | 2018-03-13 | 三筑工科技有限公司 | Shear wall attachment structure and shear wall connection system |
| CN108442513A (en) * | 2018-05-30 | 2018-08-24 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | The battle pin connection structure and its construction method of concrete component |
| CN108442513B (en) * | 2018-05-30 | 2024-04-12 | 上海城建建设实业集团新型建筑材料嘉兴有限公司 | Ring pin connection structure of concrete member and construction method thereof |
| CN110629886A (en) * | 2019-10-14 | 2019-12-31 | 湖北思泽新能源科技有限公司 | Construction method for combining cast-in-place cylinder structure with fabricated frame structure |
| CN110629886B (en) * | 2019-10-14 | 2020-11-06 | 湖北思泽新能源科技有限公司 | Construction method for combining cast-in-place cylinder structure with fabricated frame structure |
| WO2021073513A1 (en) * | 2019-10-14 | 2021-04-22 | 荆门市佰思机械科技有限公司 | Construction method combining cast-in-place cylinder structure with fabricated frame structure |
| CN117386022A (en) * | 2023-11-28 | 2024-01-12 | 杭州嘉图建筑节能科技有限公司 | Assembled wall and floor slab connecting structure and construction method |
| CN117386022B (en) * | 2023-11-28 | 2024-06-11 | 杭州嘉图建筑节能科技有限公司 | Assembled wall and floor slab connecting structure and construction method |
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