CN207553409U - Special-shaped complete prefabricated inclined roof and its connection structure with Cast-in-situ Beam - Google Patents
Special-shaped complete prefabricated inclined roof and its connection structure with Cast-in-situ Beam Download PDFInfo
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- CN207553409U CN207553409U CN201721495505.5U CN201721495505U CN207553409U CN 207553409 U CN207553409 U CN 207553409U CN 201721495505 U CN201721495505 U CN 201721495505U CN 207553409 U CN207553409 U CN 207553409U
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- abnormity
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- inclined roof
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 79
- 238000010276 construction Methods 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 238000005192 partition Methods 0.000 claims description 20
- 238000009413 insulation Methods 0.000 claims description 8
- 238000004321 preservation Methods 0.000 claims description 8
- 238000003032 molecular docking Methods 0.000 claims description 6
- 241000826860 Trapezium Species 0.000 claims description 3
- 238000003491 array Methods 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000011031 large-scale manufacturing process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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Abstract
Connection structure the utility model is related to special-shaped complete prefabricated inclined roof and its with Cast-in-situ Beam.Wherein, the complete prefabricated inclined roof of the abnormity includes distribution bar and the full precast roof slab of abnormity, and the longitudinal section of the full precast roof slab of abnormity is in a rectangular trapezoid；The prism of distribution bar from special-shaped full precast roof slab extends outwardly.The invention also discloses the connection structures of the complete prefabricated inclined roof of the abnormity and Cast-in-situ Beam.The connection structure includes the complete prefabricated inclined roof of Cast-in-situ Beam, abnormity and connection concrete section；Stirrup bottom is embedded in beam concrete section, and top is extended upwardly in connection concrete section；Distribution bar one end in the complete prefabricated inclined roof of abnormity of Cast-in-situ Beam side extends outwardly, and is overlapped with the extension of stirrup.The structure of the complete prefabricated inclined roof of the abnormity is simple, convenient for large-scale production, can reduce the cost of manufacture of building.The bonding strength of the connection structure of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam is strong, and bearing capacity is big, simple in structure, and construction method is easy to operate, and the connection structure bearing capacity constructed is strong.
Description
Technical field
The utility model is related to a kind of connection structure for building, more particularly, to a kind of complete prefabricated inclined roof of abnormity and its with
The connection structure of Cast-in-situ Beam.
Background technology
At present, inclined roof faces some problem, such as:Since the technology on integrated building is short of, in existing integrated building
Such as the connection of exterior wall and inclined roof Sloping roof, substantially or using simple connection adapter such as edge bite and/or
The mode of mode or concaveconvex shape cooperation that clamping is closed and/or overlapped is attached.And the connection of existing inclined roof and beam
Structure is not suitable for abnormity complete prefabricated inclined roof of the length with width in non-perpendicular relationship.
CN 203834678U disclose entitled " the cold and hot bridge cutoff structure that a kind of pitched roof is connect with wallboard ", use
Being put in the groove of wallboard upper end setting has inserts, and the lap-joint of section bar, section bar and slope roof surface board is filled in the inserts of groove
Equipped with thermal-insulating sealing layer, slope roof surface board is fastened by fastener and insulating layer and section bar.The pitched roof is connect cold and hot with wallboard
Bridge cutoff structure reduces the integral strength of inclined roof, and bearing capacity is relatively low.
Utility model content
The technical problems to be solved in the utility model is：Overcome the deficiencies of the prior art and provide a kind of simple in structure, carrying
The strong complete prefabricated inclined roof of abnormity of power and the connection structure of the complete prefabricated inclined roof of the abnormity and Cast-in-situ Beam.The abnormity is complete prefabricated
The bearing capacity of the connection structure of inclined roof and Cast-in-situ Beam is strong, simple in structure, convenient for construction.
Technical solution is used by the utility model solves its technical problem：
A kind of complete prefabricated inclined roof of abnormity of the utility model, it is described including distribution bar and the full precast roof slab of abnormity
The longitudinal section of special-shaped full precast roof slab is in a rectangular trapezoid, and the prism of the distribution bar from special-shaped full precast roof slab is outside
Extension.
Further, it using oblique side is right-angle side or right angle using oblique side as bevel edge that the extension of the distribution bar, which is,
It is trapezoidal.
Further, angle >=45 ° of the oblique side of longitudinal section and its length extending direction, preferably angle angle for 60 ° ~
80°。
Further, insulation construction is equipped in the full precast roof slab of the abnormity, the insulation construction is by several arrays
The heat preservation member composition of distribution.
Further, the gap location between adjacent two heat preservation member is equipped with connection reinforcing bar, and the connection reinforcing bar both ends are respectively with dividing
Cloth bar connecting forms concealed beam.
Technical solution is used by the utility model further solves its technical problem：
The connection structure of the complete prefabricated inclined roof of the abnormity of the utility model and Cast-in-situ Beam, including Cast-in-situ Beam, as described above
Special-shaped complete prefabricated inclined roof and connection concrete section；The full precast roof slab inclination of abnormity of the complete prefabricated inclined roof of abnormity is set up
In Cast-in-situ Beam side；The Cast-in-situ Beam includes stirrup and beam concrete section, and the stirrup bottom is embedded in beam concrete section,
Top is extended upwardly in connection concrete section；Distribution bar one end in the full precast roof slab of abnormity of Cast-in-situ Beam side
Extend outwardly, overlapped with the extension of stirrup；The extension of the stirrup and distribution bar in the full precast roof slab of abnormity
Extension docking in cast concrete after formed connection concrete section.
In one embodiment, the Cast-in-situ Beam is the integrated formed structure beam with eaves gutter, be equipped in eaves gutter special-shaped stirrup and
With the L-type distribution bar and linear distribution reinforcing bar of Cast-in-situ Beam handing-over, L-type distribution bar and linear distribution reinforcing bar in Cast-in-situ Beam
Stirrup overlaps.
Further, the lower end of the Cast-in-situ Beam is also embedded with the joint bar for connecting prefabricated partition wall, the upper end installation of joint bar
In embedded sleeve barrel in Cast-in-situ Beam, the lower end of joint bar is embedded in prefabricated partition wall.
Further, the joint bar is the reinforcing bar of the reinforcing bar or one end grasp that bend l-shaped.
Further, insulating layer is equipped in the prefabricated partition wall.
In one embodiment, the height of the beam concrete section is the 2/3 ~ 4/5 of stirrup height.
Technical solution is used by the utility model further solves its technical problem：
The construction method of the connection structure of the complete prefabricated inclined roof of the abnormity of the utility model and Cast-in-situ Beam, including following step
Suddenly：
1）Make Cast-in-situ Beam：Joint bar is fixed in prefabricated partition wall, then, stirrup is laid with above prefabricated partition wall, then
The concrete that height is less than stirrup length is poured, the top for making stirrup is prominent out of beam concrete section, is formed by curing Cast-in-situ Beam；
2）The complete prefabricated inclined roof of lifting abnormity：Treat step 1）In the curing of beam concrete section after, by special-shaped complete prefabricated roof
One end of the prism of the plate longitudinal section oblique side of band is lifted on Cast-in-situ Beam, make the prism of special-shaped full precast roof slab with it is vertical
Direction is parallel, and the bottom of prism is flushed in beam concrete section, and the distribution bar extension of full precast roof slab and hoop
Muscle extension overlaps；
3）Cast connection concrete section：In the special-shaped full extension of distribution bar of precast roof slab and Cast-in-situ Beam hoop
Cast concrete, is formed by curing connection concrete section at the docking of the extension of muscle.
Step 1）In, after joint bar fixation, L-type distribution bar and linear distribution reinforcing bar are laid with above prefabricated partition wall；Again
Special-shaped stirrup is laid in the one end of L-type distribution bar and linear distribution reinforcing bar far from prefabricated partition wall.
The advantageous effect of the complete prefabricated inclined roof of the abnormity of the utility model：With conventional complete prefabricated inclined roof（It is i.e. complete prefabricated
The longitudinal section of inclined roof is rectangular）It compares, convenient for being lifted on composite beam/Cast-in-situ Beam/overlapping ridge pole/cast-in-place ridge pole；And
Under the premise of the bonding strength of inclined roof and beam is ensured, do not need to additionally arrange additional cuff in beam with the connection structure of beam
Muscle reduces the cost of manufacture of building；It is connected between precast roof slab and beam using flushing mode due to special-shaped complete, without picture
Conventional complete prefabricated inclined roof is overlapped on beam, effectively reduces the production cost of special-shaped full precast roof slab；It is simple in structure, just
In large-scale production.
The advantageous effect of the connection structure of the complete prefabricated inclined roof of the abnormity of the utility model and Cast-in-situ Beam：It is simple in structure, just
In construction, by by the distribution bar extension in the stirrup of Cast-in-situ Beam and the full precast roof slab of abnormity, then concrete is poured into a mould, strengthened
Bonding strength between special-shaped full precast roof slab and Cast-in-situ Beam improves the bearing capacity of connection structure, and then extends building
The service life of object.
The constructing operation of the connection structure of the complete prefabricated inclined roof of the abnormity of the utility model and Cast-in-situ Beam is simple, and construction obtains
Connection structure bearing capacity it is strong.
Using beam concrete section is first poured, the method for the live second pouring construction of delay-pour joint concrete section can effectively be kept away
Exempt from the phenomenon that crack easily occur in prefabrication cast-in-place beam upper connection concrete section, be conducive to connect concrete section preferably with showing
The combination between beam is poured, and then improves the bonding strength and bearing capacity of connection structure.
Description of the drawings
Fig. 1-it is a kind of longitudinal section sectional view of the complete prefabricated inclined roof of abnormity in embodiment 1；
Fig. 2-it is a kind of longitudinal section sectional view of the complete prefabricated inclined roof of abnormity in embodiment 2；
The transverse sectional view of Fig. 3-for insulating layer in Fig. 2；
Fig. 4-it is the attachment structure schematic diagram of a kind of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam in embodiment 3；
Fig. 5-it is the attachment structure schematic diagram of a kind of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam in embodiment 4；
Fig. 6-it is the attachment structure schematic diagram of a kind of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam in embodiment 5；
Fig. 7-it is the attachment structure schematic diagram of a kind of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam in embodiment 6.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and embodiments.
Embodiment 1
With reference to Fig. 1：The complete prefabricated inclined roof of abnormity of the present embodiment, including distribution bar 2 and the full precast roof slab 3 of abnormity,
The longitudinal section of the full precast roof slab 3 of abnormity is in a rectangular trapezoid, the oblique side 31 of longitudinal section and the folder of its length extending direction
Angle is 60 °, and the prism of the distribution bar 2 from special-shaped full precast roof slab 3 extends outwardly.
The extension of the distribution bar 2 is the right-angled trapezium with oblique side 31 for right-angle side.
The complete prefabricated inclined roof 1 of the abnormity is used to ride upon composite beam or Cast-in-situ Beam 8.
Embodiment 2
With reference to Fig. 2 and 3：The complete prefabricated inclined roof of abnormity of the present embodiment, including distribution bar 2 and the full precast roof slab of abnormity
3, the longitudinal section of the full precast roof slab 3 of abnormity is in a rectangular trapezoid, oblique side 31 and its length extending direction of longitudinal section
Angle is 75 °, and the prism of the distribution bar 2 from special-shaped full precast roof slab 3 extends outwardly.
Right-angled trapezium of the extension of the distribution bar 2 with oblique side 31 for bevel edge.
The complete prefabricated inclined roof 1 of the abnormity overlaps ridge pole or cast-in-place ridge pole for riding upon.
Be equipped with insulation construction 4 in the full precast roof slab 3 of abnormity of the inclined roof preformed layer, if the insulation construction 4 by
The heat preservation member 401 of dry array distribution forms.
Gap location between adjacent two heat preservation member 401 is equipped with connection reinforcing bar 5,5 both ends of the connection reinforcing bar respectively with distribution
The connection of reinforcing bar 2 forms concealed beam.
Embodiment 3
With reference to Fig. 4：The complete prefabricated inclined roof of abnormity of the present embodiment and the connection structure of Cast-in-situ Beam, including Cast-in-situ Beam 8, strictly according to the facts
Apply the complete prefabricated inclined roof 1 of abnormity and the connection concrete section 6 described in example 1；The abnormity of the complete prefabricated inclined roof 1 of abnormity is complete prefabricated
The inclination of roofing board 3 is erected on 8 side of Cast-in-situ Beam, and the Cast-in-situ Beam 8 includes stirrup 7 and beam concrete section, and 7 bottom of stirrup is buried
It is located in beam concrete section, top is extended upwardly in connection concrete section 6；Abnormity close to 8 side of Cast-in-situ Beam is complete prefabricated
2 one end of distribution bar in inclined roof 1 extends outwardly, and is overlapped with the extension of stirrup 7；The extension of the stirrup 7 with
In special-shaped complete prefabricated inclined roof 1 connection concrete section is formed after interior cast concrete at the docking of the extension of distribution bar 2
6。
The Cast-in-situ Beam 8 is the integrated formed structure beam with eaves gutter 9, and special-shaped stirrup 901 and and Cast-in-situ Beam are equipped in eaves gutter 9
The L-type distribution bar 902 of handing-over and linear distribution reinforcing bar 903, L-type distribution bar 902 and linear distribution reinforcing bar 903 and Cast-in-situ Beam
Stirrup 7 in 8 overlaps.
The lower end of the Cast-in-situ Beam 8 is also embedded with the joint bar 10 for connecting prefabricated partition wall 11, the upper end installation of joint bar 10
In embedded sleeve barrel in Cast-in-situ Beam 8, the lower end of joint bar 10 is embedded in prefabricated partition wall 11.
The joint bar 10 is the reinforcing bar for bending l-shaped.
Insulating layer 12 is equipped in the prefabricated partition wall 11.
The height of the beam concrete section is the 2/3 of 7 height of stirrup.
Embodiment 4
With reference to Fig. 5：The complete prefabricated inclined roof of abnormity of the present embodiment and the connection structure of Cast-in-situ Beam, compared with Example 3, are deposited
In following difference：
The joint bar 10 is the reinforcing bar of one end grasp.
Embodiment 5
With reference to Fig. 6：The complete prefabricated inclined roof of abnormity of the present embodiment and the connection structure of Cast-in-situ Beam, compared with Example 3, are deposited
In following difference：
Be equipped with insulation construction 4 in the full precast roof slab 3 of abnormity of the inclined roof preformed layer, if the insulation construction 4 by
The heat preservation member 401 of dry array distribution forms.
Gap location between adjacent two heat preservation member 401 is equipped with connection reinforcing bar 5,5 both ends of the connection reinforcing bar respectively with distribution
The connection of reinforcing bar 2 forms concealed beam.
Embodiment 6
With reference to Fig. 7, the complete prefabricated inclined roof of abnormity of the present embodiment and the connection structure of Cast-in-situ Beam, the complete prefabricated inclined roof of abnormity
With the connection structure of Cast-in-situ Beam, including Cast-in-situ Beam 8, the complete prefabricated inclined roof 1 of abnormity as described in Example 1 and concrete section is connected
6；The full inclination of precast roof slab 3 of abnormity of the complete prefabricated inclined roof 1 of abnormity is erected on 8 side of Cast-in-situ Beam, and the Cast-in-situ Beam 8 wraps
Stirrup 7 and beam concrete section are included, 7 bottom of stirrup is embedded in beam concrete section, and top extends upwardly to connection coagulation
In native portion 6；2 one end of distribution bar in the complete prefabricated inclined roof 1 of abnormity of 8 side of Cast-in-situ Beam extends outwardly, with stirrup 7
Extension overlaps；Pair of the extension of the stirrup 7 and the extension of distribution bar 2 in the complete prefabricated inclined roof 1 of abnormity
It connects and forms connection concrete section 6 in place after cast concrete.
The lower end of the Cast-in-situ Beam 8 is also embedded with the joint bar 10 for connecting prefabricated partition wall 11, the upper end installation of joint bar 10
In embedded sleeve barrel in Cast-in-situ Beam 8, the lower end of joint bar 10 is embedded in prefabricated partition wall 11.
The joint bar 10 is the reinforcing bar for bending l-shaped.
Insulating layer 12 is equipped in the prefabricated partition wall 11.
The height of the beam concrete section is the 2/3 of 7 height of stirrup.
Embodiment 7
The construction method of the connection structure of the complete prefabricated inclined roof of abnormity and Cast-in-situ Beam described in embodiment 3 ~ 5, including following
Step：
1）Make Cast-in-situ Beam 8：Joint bar 10 is fixed in prefabricated partition wall 11, is then laid with L-type distribution bar 902 and line
Property distribution bar 903, then stirrup 7 is laid with above prefabricated partition wall 11, then L-type distribution bar 902 and linear distribution reinforcing bar 903 are remote
One end from prefabricated partition wall 11 is laid with special-shaped stirrup 901, then pours the concrete that height is less than 7 length of stirrup, makes stirrup 7
Top is prominent out of beam concrete section, is formed by curing Cast-in-situ Beam 8；
2）The complete prefabricated inclined roof 1 of lifting abnormity：Treat step 1）In the curing of beam concrete section after, by special-shaped complete prefabricated slope
One end of the prism of the roof oblique side 31 of 1 longitudinal section band is lifted on Cast-in-situ Beam 8, makes the oblique side of special-shaped complete prefabricated inclined roof 1
Face is parallel with vertical direction, and the bottom of prism is flushed in beam concrete section, and the distribution bar 2 of full precast roof slab 3 prolongs
Extending portion point is overlapped with 7 extension of stirrup；
3）Cast connection concrete section 6：In the special-shaped full extension of distribution bar 2 of prefabricated inclined roof 1 and Cast-in-situ Beam 8
Stirrup 7 extension docking in cast concrete, be formed by curing connection concrete section 6.
Embodiment 8
The construction method of the connection structure of the complete prefabricated inclined roof of abnormity and Cast-in-situ Beam described in embodiment 6, including following step
Suddenly：
1）Make Cast-in-situ Beam 8：Joint bar 10 is fixed in prefabricated partition wall 11, then, hoop is laid with above prefabricated partition wall 11
Then muscle 7 pours the concrete that height is less than 7 length of stirrup, the top for making stirrup 7 is prominent out of beam concrete section, cures shape
Into Cast-in-situ Beam 8；
2）The complete prefabricated inclined roof 1 of lifting abnormity：Treat step 1）In the curing of beam concrete section after, by special-shaped complete prefabricated slope
One end of the prism of the roof oblique side 31 of 1 longitudinal section band is lifted on Cast-in-situ Beam 8, makes the oblique side of special-shaped complete prefabricated inclined roof 1
Face is parallel with vertical direction, and the bottom of prism is flushed in beam concrete section, and the distribution bar 2 of full precast roof slab 3 prolongs
Extending portion point is overlapped with 7 extension of stirrup；
3）Cast connection concrete section 6：In the extension of the distribution bar 2 of special-shaped complete prefabricated inclined roof 1 and Cast-in-situ Beam
Cast concrete at the docking of the extension of 8 stirrups 7 is formed by curing connection concrete section 6.
The complete prefabricated inclined roof of abnormity of the utility model, connects according to the setting angle of special-shaped complete prefabricated inclined roof and with it
The beam or the structure of ridge pole connect, the oblique side 31 in longitudinal section of the full precast roof slab 3 of abnormity and its length extending direction
Angle can also be 50 °, 65 °, 70 °, 78 ° or 80 ° etc.；The complete prefabricated inclined roof of abnormity of the utility model and the connection of Cast-in-situ Beam
Structure, according to the size of the bearing capacity of Cast-in-situ Beam and the structure of inclined roof, the height of the beam concrete section is also high for stirrup
The 7/10 or 4/5 of degree；The change of more than technical characteristic, those skilled in the art be appreciated that and implemented by word description,
Therefore it is no longer separately illustrated as attached drawing.
Claims (9)
1. a kind of complete prefabricated inclined roof of abnormity, including distribution bar and the full precast roof slab of abnormity, the complete prefabricated roof of abnormity
The longitudinal section of plate is in a rectangular trapezoid, and the prism of the distribution bar from special-shaped full precast roof slab extends outwardly.
2. the complete prefabricated inclined roof of abnormity as described in claim 1, which is characterized in that the extension of the distribution bar is in oblique
Side is right-angle side or the right-angled trapezium using oblique side as bevel edge.
3. the complete prefabricated inclined roof of abnormity as claimed in claim 1 or 2, which is characterized in that the full precast roof slab of abnormity is indulged
The oblique side in section and the angle angle of its length extending direction>45°.
4. the complete prefabricated inclined roof of abnormity as claimed in claim 1 or 2, which is characterized in that set in the full precast roof slab of abnormity
There is insulation construction, the insulation construction is made of the heat preservation member that several arrays are distributed.
5. the complete prefabricated inclined roof of abnormity as claimed in claim 4, which is characterized in that the gap location between adjacent two heat preservation member is equipped with
Reinforcing bar is connected, the connection reinforcing bar both ends connect to form concealed beam with distribution bar respectively.
6. the connection structure of a kind of special-shaped complete prefabricated inclined roof and Cast-in-situ Beam, which is characterized in that including Cast-in-situ Beam, such as claim
The complete prefabricated inclined roof of 1 ~ 5 any one of them abnormity and connection concrete section；The abnormity of the complete prefabricated inclined roof of abnormity is complete pre-
Roofing board inclination processed is erected on Cast-in-situ Beam side, and the Cast-in-situ Beam includes stirrup and beam concrete section, and the stirrup bottom is buried
In beam concrete section, top is extended upwardly in connection concrete section；The complete prefabricated roof of abnormity close to Cast-in-situ Beam side
Distribution bar one end in plate extends outwardly, and is overlapped with the extension of stirrup；The extension of the stirrup is complete pre- with abnormity
Connection concrete section is formed after pouring into a mould concrete in roofing board processed at the docking of the extension of distribution bar.
7. the connection structure of the complete prefabricated inclined roof of abnormity and Cast-in-situ Beam as claimed in claim 6, which is characterized in that the Cast-in-situ Beam
For the integrated formed structure beam with eaves gutter, eaves gutter is interior to be equipped with special-shaped stirrup and with the L-type distribution bar of Cast-in-situ Beam handing-over and linearly
Distribution bar, L-type distribution bar and linear distribution reinforcing bar are overlapped with the stirrup in Cast-in-situ Beam.
8. the connection structure of the complete prefabricated inclined roof of abnormity and Cast-in-situ Beam as claimed in claims 6 or 7, which is characterized in that described existing
The lower end for pouring beam is additionally provided with joint bar for connecting prefabricated partition wall, and the upper end of joint bar is mounted in the embedded sleeve barrel in Cast-in-situ Beam,
The lower end of joint bar is embedded in prefabricated partition wall.
9. the connection structure of the complete prefabricated inclined roof of abnormity and Cast-in-situ Beam as claimed in claim 8, which is characterized in that the joint bar is
Bend the reinforcing bar of l-shaped or the reinforcing bar of one end grasp.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721495505.5U CN207553409U (en) | 2017-11-10 | 2017-11-10 | Special-shaped complete prefabricated inclined roof and its connection structure with Cast-in-situ Beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721495505.5U CN207553409U (en) | 2017-11-10 | 2017-11-10 | Special-shaped complete prefabricated inclined roof and its connection structure with Cast-in-situ Beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207553409U true CN207553409U (en) | 2018-06-29 |
Family
ID=62681234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721495505.5U Withdrawn - After Issue CN207553409U (en) | 2017-11-10 | 2017-11-10 | Special-shaped complete prefabricated inclined roof and its connection structure with Cast-in-situ Beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207553409U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605086A (en) * | 2017-11-10 | 2018-01-19 | 远大住宅工业（天津）有限公司 | Special-shaped complete prefabricated inclined roof and its with the attachment structure of Cast-in-situ Beam, construction method |
-
2017
- 2017-11-10 CN CN201721495505.5U patent/CN207553409U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107605086A (en) * | 2017-11-10 | 2018-01-19 | 远大住宅工业（天津）有限公司 | Special-shaped complete prefabricated inclined roof and its with the attachment structure of Cast-in-situ Beam, construction method |
| CN107605086B (en) * | 2017-11-10 | 2023-11-28 | 远大住宅工业（天津）有限公司 | Special-shaped full-prefabricated sloping roof, connection structure of special-shaped full-prefabricated sloping roof and cast-in-situ beam and construction method of special-shaped full-prefabricated sloping roof |
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Granted publication date: 20180629 Effective date of abandoning: 20231128 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |