CN108505655A - Assembled floor connecting structure and construction method - Google Patents
Assembled floor connecting structure and construction method Download PDFInfo
- Publication number
- CN108505655A CN108505655A CN201810530574.8A CN201810530574A CN108505655A CN 108505655 A CN108505655 A CN 108505655A CN 201810530574 A CN201810530574 A CN 201810530574A CN 108505655 A CN108505655 A CN 108505655A
- Authority
- CN
- China
- Prior art keywords
- assembled floor
- plate
- mounting hole
- support plate
- connecting structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
Abstract
The present invention relates to a kind of assembled floor connecting structure and construction methods, belong to building Assembled Building plate technique field.Including I-beam, I-beam one or both sides are equipped with assembled floor, and assembled floor is set to above the wing plate of I-beam, reserving installation hole on assembled floor, fixing glue is equipped in mounting hole, fixing glue is fixedly connected with wing plate, the concrete castable for wrapping nail is equipped in mounting hole.Include the following steps：(1) assembled floor reserving installation hole；(2) assembled floor is placed on I-beam wing plate；Mounting hole corresponds to the placement of I-beam wing plate, places fixing glue in mounting hole, is welded and fixed nail and wing plate；(3) concrete pours into a mould mounting hole.The present invention provides to obtain assembled floor connecting structure, and simple in structure, stable connection shortens the construction time, improves construction efficiency.Assembled floor connecting structure construction method provided by the invention, it is easy to operate, the construction time is shortened, construction efficiency is improved.
Description
Technical field
The present invention relates to a kind of assembled floor connecting structure and construction methods, belong to building Assembled Building plate technique neck
Domain.
Background technology
Existing floor and H girder steel connection types, H girder steels are also referred to as I-beam, girder steel lower flange welding steel item；Floor needs
Embedded iron parts.During floor and steel girder erection, embedded iron and steel plate strip positioning, welding penetrate reinforcing bar, greatly in web punching
Area secondary grouting pours.It is as follows that such connection type is primarily present problem：
1, precast floor slab buries that iron, the processing of girder steel welding steel item is inconvenient, prefabricated efficiency is low, and floor can not be effectively ensured
Globality；
2, connect when penetrate reinforcing bar, large area pour increase site operation difficulty, assembled efficiency is low, positioning difficulty increase
Add.
Invention content
The object of the present invention is to provide a kind of assembled floor connecting structure, simple in structure, stable connection shortens construction
Time improves construction efficiency.
It is easy to operate it is a further object of the present invention to provide a kind of assembled floor connecting structure construction method, it shortens and applies
Between working hour, construction efficiency is improved.
Assembled floor connecting structure of the present invention, including I-beam, I-beam one or both sides are equipped with assembled
Floor, assembled floor are set to above the wing plate of I-beam, reserving installation hole on assembled floor, are equipped with and are fixed in mounting hole
Nail, fixing glue and wing plate are equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole.
By reserving installation hole, positioning is simple, and positioning accuracy is high, and constructing operation is simple, shortens the construction time, improves
Construction efficiency.
It is further preferred that wing plate is upper flange or lower wing plate.
Assembled floor connecting structure of the present invention, including I-beam, I-beam upper flange are equipped with Assembled Building
Plate, reserving installation hole on assembled floor, mounting hole correspond to upper flange setting, are equipped with fixing glue in mounting hole, fixing glue and upper
Wing plate is equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole.
Assembled floor connecting structure of the present invention, including I-beam, I-beam side are equipped with assembled floor, dress
It is set to formula floor above the lower wing plate of I-beam, reserving installation hole on assembled floor, fixing glue is equipped in mounting hole, it is fixed
Nail and lower wing plate are equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole, I-beam bottom is equipped with L-type
Extend support plate, L-type extends support plate connection drop plate first end.
It is further preferred that drop plate first end bottom face is equipped with the first embedded iron, the first embedded iron extends support plate with L-type
Welding.
It is further preferred that drop plate second end, which is equipped with drop plate, supports I-beam, centre is equipped among drop plate support I-beam
Support plate, intermediate support plate are set to below drop plate, and the web of intermediate support plate and I-beam connects, and drop plate second end bottom face is set
There are the second embedded iron, the second embedded iron to be welded with intermediate support plate.
Assembled floor connecting structure construction method of the present invention, includes the following steps：
(1) assembled floor reserving installation hole；
(2) assembled floor is placed on I-beam wing plate；Mounting hole corresponds to the placement of I-beam wing plate, is placed in mounting hole
Fixing glue is welded and fixed nail and wing plate；
(3) concrete pours into a mould mounting hole.
It is further preferred that wing plate is upper flange or lower wing plate.
It is further preferred that after the completion of concreting mounting hole, vibrating head shake is put into before concrete initial set, in concrete
It is dynamic, it prevents from generating bubble in concrete.
Of the present invention, assembled floor connecting structure construction method includes the following steps：
(1) assembled floor reserving installation hole；
(2) I-beam bottom is equipped with L-type extension support plate, and L-type extends support plate side and is equipped with L-type reinforcing plate；
(3) intermediate support plate is equipped among drop plate support I-beam, the web connection of intermediate support plate and I-beam is intermediate
It is equipped with below support plate and reinforces support plate；
(4) drop plate first end bottom face presets the first embedded iron, and drop plate second end bottom face presets the second embedded iron；
(5) assembled floor one end is placed on I-beam lower wing plate, and fixing glue is placed in mounting hole, be welded and fixed nail and
Lower wing plate；Drop plate one end is placed into I-beam L-type and extends in support plate, and the drop plate other end is placed on intermediate support plate,
(6) welding L-type extends support plate and the first embedded iron；Weld intermediate support plate and the first embedded iron；
(7) concrete pours into a mould mounting hole.
Compared with prior art, the beneficial effects of the invention are as follows：
Assembled floor connecting structure of the present invention is connected by the way that assembled floor and I-beam is arranged by fixing glue
Mounting hole is poured into a mould after connecing again, it is difficult to reduce floor and the prefabricated of I-beam, preprocessing for simple in structure, stable connection, simple operation
Degree；It is convenient to be positioned when connection；Construction is simple, conveniently, cast in situs amount, setting time shorten, and efficiency improves.
Assembled floor connecting structure construction method of the present invention is connected by reserving installation hole using fixing glue
Assembled floor and I-beam, positioning is convenient when connection, reduces floor and I-shaped is beam prefabricated, preprocessing difficulty；Construction is simple,
Convenient, cast in situs amount, setting time shorten, and shorten construction period, improve construction efficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of one embodiment of assembled floor connecting structure of the present invention,
Fig. 2 is that assembled floor connect example structure schematic diagram with support I-beam,
Fig. 3 is A-A schematic cross-sectional views in Fig. 2,
Fig. 4 is that assembled floor connect example structure schematic diagram with I-beam,
Fig. 5 is B-B schematic cross-sectional views in Fig. 4,
Fig. 6 is the structural schematic diagram of another embodiment of assembled floor connecting structure of the present invention,
Fig. 7 is assembled floor and support another connection example structure schematic diagram of I-beam,
Fig. 8 is C-C schematic cross-sectional views in Fig. 7.
In figure：1, the first mounting hole 2, the first fixing glue 3, the first assembled floor 4, the first I-beam 5, drop plate；
1.1, the second mounting hole 1.2, third mounting hole 1.3, the 4th mounting hole 1.4, the installation of the 5th mounting hole the 1.5, the 6th
Hole；
2.1, the second fixing glue 2.2, third fixing glue 2.3, the 4th fixing glue 2.4, the 5th fixing glue the 2.5, the 6th are fixed
Nail；
3.1, the second assembled floor；
4.1, the second I-beam 4.2, third I-beam 4.3, drop plate support I-beam 4.4, the 4th I-beam；
4.01, upper flange 4.02, web 4.03, lower wing plate；
4.21, L-type reinforcing plate 4.22, L-type extend support plate；
4.31, intermediate support plate 4.32, reinforcement support plate；
5.1, the first embedded iron 5.2, the second embedded iron；
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention is made further to carry out
Clearly and completely describe：
Embodiment 1
As shown in Fig. 1 and Fig. 4~Fig. 5, the assembled floor connecting structure described in the embodiment of the present invention, the second I-beam
4.1 both sides are respectively equipped with the first assembled floor and the second assembled floor, the first assembled floor second end and the second dress
It is put into respectively with 3.1 first end of formula floor on the lower wing plate of the second I-beam 4.1, corresponding, the first assembled floor second end
Reserved second mounting hole 1.1, the second assembled floor first end reserve third mounting hole 1.2；Second is equipped in second mounting hole
Fixing glue 2.1 welds the second fixing glue and the second I-beam lower wing plate, has been fixedly connected with the first assembled floor and the second I-shaped
Beam pours into a mould concrete in the second mounting hole, forms the second concrete castable, it is solid that the second concrete castable wraps second
Surely 2.1 are followed closely, 2.1 collective effect of the second concrete castable and the second fixing glue can more firmly connect the first Assembled Building
Plate and the second I-beam；It is equipped with third fixing glue 2.2 in third mounting hole, welds third fixing glue and the second I-shaped lower flange of girder
Plate has been fixedly connected with the second assembled floor and the second I-beam, and concrete is poured into a mould in third mounting hole, forms third coagulation
Native castable, third concrete castable wrap third fixing glue 2.2, and third concrete castable and third fixing glue are common
Effect, can more firmly connect the second assembled floor and the second I-beam.Second I-beam is set to the first assembled floor
And second between assembled floor, second I-beam pair the first assembled floor and the second assembled floor play connection function.
Before second concrete castable initial set, it is put into vibrating head vibrations in the second concrete castable, prevents from generating bubble in concrete.
Before third concrete castable initial set, it is put into vibrating head vibrations in third concrete castable, prevents from generating bubble in concrete.
Can also it only be equipped with the first assembled floor or the second assembled floor in side on the lower wing plate of second I-beam,
Second I-beam can only connect the first assembled floor or the second assembled floor.
The connection construction method of second I-beam and the first assembled floor and the second assembled floor can be constructed respectively.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) first assembled floor second end reserves the second mounting hole；
(2) first assembled floor second ends are placed on the second I-beam lower wing plate, and second is equipped in the second mounting hole
Fixing glue welds the second fixing glue and the second I-beam lower wing plate, has been fixedly connected with the first assembled floor and the second I-beam；
(3) concrete pours into a mould the second mounting hole, and after casting complete, vibrating head shake is put into before concrete initial set, in concrete
It is dynamic, it prevents from generating bubble in concrete.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) second assembled floor first end reserves third mounting hole；
(2) second assembled floor first ends are placed on the second I-beam lower wing plate, and third is equipped in third mounting hole
Fixing glue welds third fixing glue and the second I-beam lower wing plate, has been fixedly connected with the second assembled floor and the second I-beam；
(3) concrete pours into a mould third mounting hole, and after casting complete, vibrating head shake is put into before concrete initial set, in concrete
It is dynamic, it prevents from generating bubble in concrete.
The connection construction method of second I-beam and the first assembled floor and the second assembled floor can also be applied simultaneously
Work.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) first assembled floor second end reserves the second mounting hole；Second assembled floor first end reserves third peace
Fill hole；
(2) first assembled floors and the second assembled floor are located at the second I-beam lower wing plate both sides, the first dress
It is placed on the second I-beam lower wing plate with formula floor second end, the second fixing glue is equipped in the second mounting hole, welding second is solid
Fixed nail and the second I-beam lower wing plate, have been fixedly connected with the first assembled floor and the second I-beam；Second assembled floor
One end is placed on the second I-beam lower wing plate, and third fixing glue is equipped in third mounting hole, welds third fixing glue and second
I-beam lower wing plate has been fixedly connected with the second assembled floor and the second I-beam；
(3) concrete pours into a mould the second mounting hole and third mounting hole, after casting complete, before concrete initial set, in concrete
Vibrating head vibrations are put into, prevent from generating bubble in concrete.
Embodiment 2
Such as Fig. 6~Fig. 8, the assembled floor connecting structure described in the embodiment of the present invention, the both sides point of the 4th I-beam 4.4
Not She You the first assembled floor and the second assembled floor, the first assembled floor second end and the second assembled floor first
End is placed individually on the 4th I-beam upper flange, and corresponding, the first assembled floor second end reserves the 5th mounting hole 1.4,
Second assembled floor first end reserves the 6th mounting hole 1.5；The 5th fixing glue 2.4, welding the 5th are equipped in 5th mounting hole
The upper flange of fixing glue and the 4th I-beam has been fixedly connected with the first assembled floor and the 4th I-beam 4.4, in the 5th installation
Concrete is poured into a mould in hole, forms the 5th concrete castable, and the 5th concrete castable wraps the 5th fixing glue, the 5th coagulation
Native castable and the 5th fixing glue collective effect can more firmly connect the first assembled floor and the 4th I-beam；5th
Before concrete castable initial set, it is put into vibrating head vibrations in the 5th concrete castable, prevents from generating bubble in concrete.6th
It is equipped with the 6th fixing glue 2.5 in mounting hole, welds the 6th fixing glue and the 4th I-beam upper flange, has been fixedly connected with the second assembly
Formula floor and the 4th I-beam 4.4 pour into a mould concrete in the 6th mounting hole, form the 6th concrete castable, the 6th coagulation
Native castable wraps the 6th fixing glue 2.5, the 6th concrete castable and the 6th fixing glue collective effect, can be more firmly
Connect the second assembled floor and the 4th I-beam.Before 6th concrete castable initial set, it is put into the 6th concrete castable
Vibrating head shakes, and prevents from generating bubble in concrete.
First assembled floor and the second assembled floor are set to above 4.4 upper flange of the 4th I-beam, therefore, the 4th work
Word beam 4.4 plays the role of support and connection.
Can also it only be equipped with the first assembled floor or the second assembled floor in side on the upper flange of 4th I-beam,
4th I-beam can only connect the first assembled floor or the second assembled floor.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) first assembled floor second end reserves the 5th mounting hole；Reserved 6th peace of second assembled floor first end
Fill hole；
(2) first assembled floor second ends and the second assembled floor first end are placed into 4.4 upper limb of the 4th I-beam
On plate, it is equipped with the 5th fixing glue in the 5th mounting hole, welds the upper flange of the 5th fixing glue and the 4th I-beam, is fixedly connected
First assembled floor and the 4th I-beam 4.4；It is equipped with the 6th fixing glue in 6th mounting hole, welds the 6th fixing glue and the 4th
The upper flange of I-beam has been fixedly connected with the second assembled floor and the 4th I-beam 4.4；
(4) concrete pours into a mould the 5th mounting hole and the 6th mounting hole, after casting complete, before concrete initial set, in concrete
Vibrating head vibrations are put into, prevent from generating bubble in concrete.
4th I-beam and the connection construction method of the first assembled floor and the second assembled floor can also respectively into
Row.It repeats no more.
Embodiment 3
As shown in FIG. 1 to 3, the assembled floor connecting structure described in the embodiment of the present invention, 4 upper flange of the first I-beam
It is equipped with the first assembled floor 3, the first mounting hole 1 is reserved on the first assembled floor, the first mounting hole 1 corresponds to the first I-shaped
The upper flange of beam is arranged, and is equipped with the first fixing glue 2 in the first mounting hole 1, welds the first fixing glue 2 and 4 upper limb of the first I-beam
Plate 4.01, has been fixedly connected with the first assembled floor and the first I-beam, and the first mounting hole of concreting forms the first coagulation
Native castable, the first concrete castable wrap the first fixing glue 2, and the first concrete castable and the first fixing glue are made jointly
With can more firmly connect the first assembled floor and the first I-beam.First assembled floor is set on the first I-beam
4.01 top of wing plate, first I-beam pair the first assembled floor are played a supporting role.First I-beam can be set to the first dress
With lower section in the middle part of formula floor, can also be set to below the first assembled floor end, the first I-beam can according to construction needs,
It is set to the lower section of first any position of assembled floor, so that first I-beam pair the first assembled floor is supported.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) first assembled floor first end reserves the first mounting hole 1；
(3) assembled floor is placed on the first I-beam upper flange, and the first fixing glue 2, weldering are placed in the first mounting hole
The first fixing glue and the first I-beam upper flange are connect, the first assembled floor and the first I-beam have been fixedly connected with；
(4) concrete pours into a mould the first mounting hole 1, and after casting complete, vibrating head shake is put into before concrete initial set, in concrete
It is dynamic, it prevents from generating bubble in concrete.
Embodiment 4
As shown in Figure 1, assembled floor connecting structure of the present invention, including I-beam, I-beam side are equipped with dress
With formula floor, assembled floor is set to above the lower wing plate of I-beam, reserving installation hole on assembled floor, is equipped in mounting hole
Fixing glue is welded and fixed nail and I-beam, has been fixedly connected with assembled floor and wing plate, has been equipped with above mounting hole internal fixation nail mixed
Solidifying soil castable, I-beam bottom are equipped with L-type and extend support plate 4.22, and L-type extends support plate connection drop 5 first end of plate.
As shown in Figure 1, the assembled floor connecting structure described in the embodiment of the present invention, the second assembled floor second end is set
Above the lower wing plate of third I-beam 4.2, the second assembled floor second end opens up the 4th mounting hole 1.3, the 4th mounting hole
It is inside equipped with the 4th fixing glue 2.3, the 4th fixing glue and third I-beam lower wing plate is welded, has been fixedly connected with the second assembled floor
With third I-beam；Concrete is poured into a mould in the 4th mounting hole, forms the 4th concrete castable, the 4th concrete castable packet
The 4th fixing glue, the 4th concrete castable and the 4th fixing glue collective effect are wrapped, the second assembly can be more firmly connected
Formula floor and the 4th I-beam.Before 4th concrete castable initial set, it is put into vibrating head vibrations in the 4th concrete castable, prevents
Only bubble is generated in concrete.
Third I-beam bottom is equipped with L-type and extends support plate, and L-type extends support plate connection drop plate first end, drops plate first
Bottom face is held to be equipped with the first embedded iron 5.1, the first embedded iron extends support plate welding with L-type.L-type extends support plate side and is equipped with
L-type reinforcing plate 4.21.
It drops plate second end and is equipped with drop plate support I-beam 4.3, intermediate support plate 4.31 is equipped among drop plate support I-beam,
Intermediate support plate is set to below drop plate, and the web of intermediate support plate and I-beam connects, and drop plate second end bottom face is equipped with second
Embedded iron 5.2, the second embedded iron are welded with intermediate support plate.It is equipped with below intermediate support plate and reinforces support plate 4.32.
Assembled floor connecting structure construction method described in the embodiment of the present invention, includes the following steps：
(1) second assembled floor second end reserves the 4th mounting hole；
(2) third I-beam bottom is equipped with L-type extension support plate, and L-type extends support plate side and is equipped with L-type reinforcing plate
4.21；
(3) intermediate support plate is equipped among drop plate support I-beam, the web connection of intermediate support plate and I-beam is intermediate
It is equipped with below support plate and reinforces support plate 4.32；
(4) drop plate first end bottom face presets the first embedded iron, and drop plate second end bottom face presets the second embedded iron；
(5) second assembled floor second ends are placed on third I-beam lower wing plate, and the 4th is placed in the 4th mounting hole
Fixing glue welds the 4th fixing glue and lower wing plate；Drop plate first end is placed into I-beam L-type and extends in support plate, drops plate second
End is placed on intermediate support plate；
(6) welding L-type extends support plate and the first embedded iron；Weld intermediate support plate and the first embedded iron；
(4) concrete pours into a mould the 4th mounting hole, and after casting complete, vibrating head shake is put into before concrete initial set, in concrete
It is dynamic, it prevents from generating bubble in concrete.
To the description in the direction of structure and relative position relation in the present invention, such as all around above and below description, not structure
At limitation of the present invention, only for convenience of description.
Claims (10)
1. a kind of assembled floor connecting structure, which is characterized in that including I-beam, I-beam one or both sides are equipped with assembled
Floor, assembled floor are set to above the wing plate of I-beam, reserving installation hole on assembled floor, are equipped with and are fixed in mounting hole
Nail, fixing glue and wing plate are equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole.
2. assembled floor connecting structure according to claim 1, which is characterized in that wing plate is upper flange or lower wing plate.
3. a kind of assembled floor connecting structure, which is characterized in that including I-beam, I-beam upper flange is equipped with Assembled Building
Plate, reserving installation hole on assembled floor, mounting hole correspond to upper flange setting, are equipped with fixing glue in mounting hole, fixing glue and upper
Wing plate is equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole.
4. a kind of assembled floor connecting structure, which is characterized in that including I-beam, I-beam side is equipped with assembled floor,
Assembled floor is set to above the lower wing plate of I-beam, reserving installation hole on assembled floor, and fixing glue is equipped in mounting hole, Gu
Fixed nail and lower wing plate are equipped with the concrete castable for wrapping nail by being welded to connect in mounting hole, I-beam bottom is equipped with L
Type extends support plate (4.22), and L-type extends support plate (4.22) and connects drop plate (5) first end.
5. assembled floor connecting structure according to claim 4, which is characterized in that drop plate (5) first end bottom face is set
There are the first embedded iron (5.1), the first embedded iron (5.1) to extend support plate (4.22) with L-type and weld.
6. assembled floor connecting structure according to claim 4 or 5, which is characterized in that drop plate (5) second end is equipped with drop
Plate supports I-beam, is equipped with intermediate support plate (4.31) among drop plate support I-beam, intermediate support plate (4.31) is set to drop plate
(5) lower section, intermediate support plate (4.31) are connect with the web (4.02) of I-beam, and drop plate (5) second end bottom face is equipped with second
Embedded iron (5.2), the second embedded iron (5.2) are welded with intermediate support plate (4.31).
7. a kind of assembled floor connecting structure construction method, which is characterized in that include the following steps：
(1) assembled floor reserving installation hole；
(2) assembled floor is placed on I-beam wing plate；Mounting hole corresponds to the placement of I-beam wing plate, places and fixes in mounting hole
Nail, is welded and fixed nail and wing plate；
(3) concrete pours into a mould mounting hole.
8. assembled floor connecting structure construction method according to claim 7, which is characterized in that wing plate be upper flange or
Lower wing plate.
9. assembled floor connecting structure construction method according to claim 7, which is characterized in that concreting is installed
After the completion of hole, it is put into vibrating head vibrations before concrete initial set, in concrete, prevents from generating bubble in concrete.
10. a kind of assembled floor connecting structure construction method, which is characterized in that include the following steps：
(1) assembled floor reserving installation hole；
(2) I-beam bottom is equipped with L-type extension support plate, and L-type extends support plate side and is equipped with L-type reinforcing plate (4.21)；
(3) intermediate support plate, the web connection of intermediate support plate and I-beam, intermediate supports are equipped among drop plate support I-beam
It is equipped with below plate and reinforces support plate (4.32)；
(4) drop plate first end bottom face presets the first embedded iron, and drop plate second end bottom face presets the second embedded iron；
(5) assembled floor one end is placed on I-beam lower wing plate, and fixing glue is placed in mounting hole, is welded and fixed nail and bottom wing
Plate；Drop plate one end is placed into I-beam L-type and extends in support plate, and the drop plate other end is placed on intermediate support plate,
(6) welding L-type extends support plate and the first embedded iron；Weld intermediate support plate and the first embedded iron；
(7) concrete pours into a mould mounting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810530574.8A CN108505655A (en) | 2018-05-29 | 2018-05-29 | Assembled floor connecting structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810530574.8A CN108505655A (en) | 2018-05-29 | 2018-05-29 | Assembled floor connecting structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108505655A true CN108505655A (en) | 2018-09-07 |
Family
ID=63402018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810530574.8A Withdrawn CN108505655A (en) | 2018-05-29 | 2018-05-29 | Assembled floor connecting structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108505655A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042410A (en) * | 2019-12-25 | 2020-04-21 | 重庆邮电大学 | Fabricated building floor and construction method |
| CN111485654A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Connecting structure of descending plate and steel beam in prefabricated building and construction method |
| WO2020254942A1 (en) * | 2019-06-18 | 2020-12-24 | Groupe Briand | Mixed steel-concrete floor structure with optimal slab arrangement |
| CN113833186A (en) * | 2021-07-30 | 2021-12-24 | 盐城工学院 | Assembled structure of floor |
-
2018
- 2018-05-29 CN CN201810530574.8A patent/CN108505655A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485654A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Connecting structure of descending plate and steel beam in prefabricated building and construction method |
| WO2020254942A1 (en) * | 2019-06-18 | 2020-12-24 | Groupe Briand | Mixed steel-concrete floor structure with optimal slab arrangement |
| FR3097577A1 (en) * | 2019-06-18 | 2020-12-25 | Groupe Briand | Mixed steel-concrete floor structure with optimal layout of the slabs |
| CN111042410A (en) * | 2019-12-25 | 2020-04-21 | 重庆邮电大学 | Fabricated building floor and construction method |
| CN113833186A (en) * | 2021-07-30 | 2021-12-24 | 盐城工学院 | Assembled structure of floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108505655A (en) | Assembled floor connecting structure and construction method | |
| CN104831818B (en) | The connecting node of precast reinforced concrete beam and superposed column | |
| CN109898413A (en) | Combination beam and concrete bridge deck board connecting structure and its construction method | |
| CN108797791B (en) | A kind of assembly method of upper and lower self-heat conserving external wall and floor | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN113356370A (en) | Mutual anchoring connection construction method for shear wall, frame column and concrete beam bracket | |
| CN208309944U (en) | Assembled floor connecting structure | |
| JP2001355246A (en) | Pc(prestressed concrete) footing member and building construction method using it | |
| CN208105474U (en) | A kind of assembly node of upper and lower interior wall and floor | |
| CN110373986A (en) | A kind of large span unit construction bridge girder construction | |
| CN110805147A (en) | Constructional column embedded steel bar inserting device and construction method thereof | |
| CN206529778U (en) | Customized type prestress anchorage cable reaction beam mounting structure | |
| JPH11247109A (en) | Constructing method of rigid-framed elevated bridge | |
| JPS61126270A (en) | Construction method of reinforcing bar root wound part usingreinforcing bar also used as anchor bolt | |
| CN109610647A (en) | Pin and waving for beams of concrete board member limit assembly node and construction method | |
| CN112359966B (en) | Connecting joint of superposed beam and concrete column and construction method thereof | |
| CN108343162A (en) | A kind of mounting structure and installation method of assembling-type precast hybrid beam and stiffened column | |
| CN210482584U (en) | Connecting joint of double-T plate and beam | |
| CN209538745U (en) | A kind of large span multilayer takes out the beam-column joint reinforcing structure of column construction | |
| JP2001271366A (en) | Joint structre between flat slab and concrete filled steel pipe column, and installation method for flat slab | |
| CN208267235U (en) | A kind of double steel plate Combination beam of steel and concrete | |
| JP2002030672A (en) | Structure of joining foundation pile to pier base and method of constructing the structure | |
| CN215759634U (en) | Mutual anchor connection structure of shear force wall and frame post and concrete beam bracket | |
| CN218406079U (en) | Protective layer thickness control structure of concrete frame column | |
| CN215802420U (en) | Precast concrete shear wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180907 |