CN108222349A - A kind of light steel of half assembled-foam concrete composite floor and its construction method - Google Patents
A kind of light steel of half assembled-foam concrete composite floor and its construction method Download PDFInfo
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- CN108222349A CN108222349A CN201810010963.8A CN201810010963A CN108222349A CN 108222349 A CN108222349 A CN 108222349A CN 201810010963 A CN201810010963 A CN 201810010963A CN 108222349 A CN108222349 A CN 108222349A
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- channel steel
- panel
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- floor frame
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- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/28—Cross-ribbed floors
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- Engineering & Computer Science (AREA)
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- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
Abstract
The light steel foam concrete composite floor of half assembled of one kind of the invention and its construction method, the floor includes floor frame and panel, floor frame includes first, second channel steel transversely arranged side by side, being arranged side by side along longitudinal direction between first, second channel steel has third, the four, the 5th channel steels, lateral tie is horizontally arranged in third, the four, the 5th channel steels, panel is equipped on lateral tie, foam concrete is filled in the cavity formed in panel and floor frame.Transversely or longitudinally disposed channel steel, lateral tie and panel are all prefabricated in the factory processing, and uniform specification can be produced quickly in batches, conducive to the duration is saved, from heavy and light, are readily transported, lift, and be not likely to produce damage；Whole floor is from heavy and light, and intensity is big, and sound insulation, heat insulation effect are good, and waterproof and dampproof performance is good；Lateral tie is also provided on floor frame, increases whole stability and rigidity, convenient and quick construction economizes on resources, green production, environmental protection.
Description
Technical field：
The present invention relates to construction engineering technical fields, and in particular to a kind of light steel of half assembled-foam concrete combination building
Plate and its construction method.
Background technology：
It is well known that reinforced concrete structure in modern times structure by global extensive use, particularly in China,
Reinforced concrete structure is in modern most of buildings into an indispensable part.However, because the limitation of material, this
Inevitably there is shortcomings for structure.Such as：Dead weight is exactly very much one of its major defect greatly, to many such as high level, large spans
Structure type it is unfavorable, be also unfavorable for transporting and lifting；Furthermore it is also one of reinforced concrete structure there are crack main to lack
Point, because the limitation of its material makes concrete material all in work with cracking, once crack developing will cause shadow in itself to structure
It rings, there are crack aesthetically also having a significant impact to many buildings, and people can waste many times, money goes to make up and split
Seam；Traditional concrete construction mode wastes a large amount of resource, and there is the problem of pollution environment.Really, reinforced concrete
Soil structure is there is many advantages, but with the development of society, needs to adapt to different engineering constructions, shortcoming can be with
It is substituted due to the appearance of multiple structural forms, light steel-foam concrete composite structure is exactly a kind of new structure mode, can be with
The shortcomings that avoiding many common steel and concrete structures has begun to apply in some countries, some engineerings now, near several in China
The application of 10 years composite structures is also more and more extensive.
The present invention proposes the design invention of a kind of light steel of half assembled-foam concrete floor and its construction method, uses
The combination of light gauge cold-formed steel shape skeleton, foam concrete and fiber cement board pressure forms a kind of not only light but also energy insulation
New Floor Slab, to realize convenience in transport, lifting, the effect constructed and economized on resources, on the basis of more environmentally protective
To meet the needs of different engineerings.
Invention content：
The object of the present invention is to provide a kind of convenience in transport and the light steel of half assembled-foam concrete composite floor of installation
And its construction method, under the premise of ensureing that floor strength is certain, transport, lifting and construction connection are easily facilitated, is also had simultaneously
Conducive to economizing on resources and environmental protection.
To achieve the above object, the present invention uses following technical scheme：
The light steel of a kind of half assembled-foam concrete composite floor provided by the invention, including floor frame and panel, institute
It states floor frame and includes the first channel steel and the second channel steel transversely arranged side by side, edge between first channel steel and the second channel steel
Longitudinal direction, which is arranged side by side, third channel steel, the 4th channel steel and the 5th channel steel, and the end of the third channel steel and the 5th channel steel is taken respectively
The end of first channel steel and the second channel steel is connected to, on the third channel steel, the 4th channel steel and the edge of a wing of the 5th channel steel both sides
Multiple lateral ties are horizontally arranged with, panel is equipped on the lateral tie, the panel includes being set to floor frame
The first panel and second panel of both sides are filled out in the cavity of the first panel, second panel and the floor frame formation
Filled with foam concrete.
Multiple 4th channel steels are provided between the third channel steel and the 5th channel steel.
The structure of first channel steel and the second channel steel is identical, is cold bending thin wall type groove steel, and first channel steel and
The edge of a wing of second channel steel is identical with the thickness of web, is 0.8mm~1.2mm.
The structure of the third channel steel, the 4th channel steel and the 5th channel steel is identical, is cold bending thin wall type inner bead channel steel, institute
The edge of a wing for stating third channel steel, the 4th channel steel and the 5th channel steel is identical with the thickness of web, is 0.8mm~1.2mm.
For the lapping ends of the lateral tie on the edge of a wing of the third channel steel and the 5th channel steel, middle part is overlapped in institute
It states on the 4th channel steel, and its end and the web of the third channel steel and the 5th channel steel are concordant towards the end face outside cavity, and
The thickness of the lateral tie is identical with the thickness of first channel steel and the edge of a wing of the second channel steel.
Four ends of the first panel and second panel are overlapped in first channel steel, the second channel steel, third respectively
On the edge of a wing of channel steel and the 5th channel steel, and its end and the wing of first channel steel, the second channel steel, third channel steel and the 5th channel steel
Edge partially overlaps, first channel steel, the second channel steel, third channel steel and the 5th channel steel the edge of a wing on there are certain reserved space,
Installation connecting element is to connect adjacent floor.
The first panel and second panel are fiber cement board pressure, and the thickness of the first panel and second panel
It is 8mm~12mm.
The first panel and second panel and first channel steel, the second channel steel, third channel steel, the 4th channel steel, the 5th
It is fixedly connected between channel steel and lateral tie by tapping screw, and the spacing between two adjacent tapping screws is
100mm~150mm.
The width of the web of the third channel steel, the 4th channel steel and the 5th channel steel is less than first channel steel and the second channel steel
Web width so that the end of the third channel steel, the 4th channel steel and the 5th channel steel is flush-mounted in first channel steel and the
In two channel steels.
A kind of construction method of the above-mentioned light steel of half assembled-foam concrete composite floor, is as follows：
Step 1：Make floor frame
The floor frame includes the first channel steel and the second channel steel transversely arranged side by side, first channel steel and second
Being arranged side by side along longitudinal direction between channel steel has third channel steel, the 4th channel steel and the 5th channel steel, the third channel steel and the 5th channel steel
End is overlapped in the end of first channel steel and the second channel steel, the third channel steel, the 4th channel steel and the 5th channel steel two respectively
Multiple lateral ties are horizontally arranged on the edge of a wing of side, the first face is laid on the lateral tie of the floor frame side
Plate, another side are openend；
Step 2：Floor frame is transported, is lifted to construction site
By the floor frame being prefabricated in the factory and second panel to be installed transport, lift to construction site；
Step 3：Fixed floor frame
The floor frame is attached, and be fixed with tapping screw with wall with connector；
Step 4：Pour foam concrete
By pouring foam in cavity of the openend of the floor frame between the floor frame and first panel
Concrete；
Step 5：Second panel is installed
After foam concrete pours completion and consolidates, the is laid on the lateral tie of the openend of the floor frame
Two panels complete the construction of entire floor.
Four ends of the first panel and second panel are overlapped in first channel steel, the second channel steel, third respectively
On the edge of a wing of channel steel and the 5th channel steel, and its end and the wing of first channel steel, the second channel steel, third channel steel and the 5th channel steel
Edge partially overlaps, first channel steel, the second channel steel, third channel steel and the 5th channel steel the edge of a wing on reserve certain space, right
When multiple floors are combined installation, reserved spatially installation connecting element, passes through the company on two adjacent floor decks
Adjacent floor deck is connected as one by fitting.
The advantageous effect of a kind of light steel of half assembled-foam concrete composite floor of the present invention and its construction method：Entirely
Channel steel, lateral tie and the panel that floor frame upper edge is transversely or longitudinally set, which are all prefabricated in the factory, to be processed, specification
Uniformly, it is high to produce regular and quality, can quickly be produced in batches, conducive to the duration is saved, from heavy and light, is readily transported, lifts, and
It is not likely to produce damage；Channel steel is specifically using cold bending thin wall type groove steel and inner bead channel steel, panel in the floor frame of the present invention
Then using fiber cement board pressure, foam concrete is poured into a mould in the cavity between floor frame and panel, makes whole floor certainly
Heavy and light, intensity is big, and sound insulation, heat insulation effect are good, and waterproof and dampproof performance is good；Lateral tie is also provided on floor frame, is increased
Whole stability and rigidity；It is attached using tapping screw, convenient and quick construction；Reach and economized on resources, green is raw
Production, the effect of environmental protection.
Description of the drawings：
Fig. 1 is a kind of structure diagram of the light steel of half assembled-foam concrete composite floor of the present invention；
Fig. 2 is the structure diagram of floor frame；
In figure：1- floor frames, the first channel steels of 2-, the second channel steels of 3-, 4- third channel steels, the 4th channel steels of 5-, the 5th slots of 6-
Steel, 7- lateral ties, 8- first panels, 9- second panels, 10- tapping screws, 11- reserved spaces.
Specific embodiment：
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only the part of the embodiment of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, those of ordinary skill in the art obtained without creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
It is to be appreciated that the directional instruction (such as up, down, left, right, before and after ...) of institute is only used in the embodiment of the present invention
In explaining relative position relation, motion conditions under a certain particular pose (as shown in drawings) between each component etc., if should
When particular pose changes, then directionality instruction also correspondingly changes correspondingly.
In addition, the description for being related to " first ", " second " etc. in the present invention is only used for description purpose, and it is not intended that referring to
Show or imply its relative importance or imply the quantity of the technical characteristic indicated by indicating." first ", " are defined as a result,
At least one this feature can be expressed or be implicitly included to two " feature.In addition, the technical solution between each embodiment can
To be combined with each other, but must can be implemented as basis with those of ordinary skill in the art, when the combination of technical solution occurs
Conflicting or can not realize when, will be understood that the combination of this technical solution is not present, also not the present invention claims protection model
Within enclosing.
According to Fig. 1~Fig. 2, a kind of light steel of half assembled-foam concrete composite floor provided by the invention, including
Floor frame 1 and panel, the floor frame 1 includes the first channel steel 2 and the second channel steel 3 transversely arranged side by side, in this reality
It applies in example, first channel steel 2 is identical with the structure of the second channel steel 3, is cold bending thin wall type groove steel, and first channel steel 2
It is identical with the thickness of web with the edge of a wing of the second channel steel 3, be 0.8mm~1.2mm, 2 and second channel steel 3 of the first channel steel it
Between along longitudinal direction be arranged side by side have third channel steel 4, the 4th channel steel 5 and the 5th channel steel 6, in the present embodiment, the third channel steel 4,
4th channel steel 5 is identical with the structure of the 5th channel steel 6, is cold bending thin wall type inner bead channel steel, the third channel steel 4, the 4th slot
Steel 5 is identical with the thickness of web with the edge of a wing of the 5th channel steel 6, is 0.8mm~1.2mm, 4 and the 5th channel steel of third channel steel
Multiple 4th channel steels 5 are set between 6, specifically, in the present embodiment, being provided with three the 4th channel steels 5, the third slot
The end of 4 and the 5th channel steel 6 of steel is overlapped in the end of 2 and second channel steel 3 of the first channel steel, the third channel steel 4, respectively
Multiple lateral ties 7 are horizontally arranged on the edge of a wing of four channel steels 5 and 6 both sides of the 5th channel steel, are described in the present embodiment
Three lateral ties 7, the lateral tie 7 are set respectively on the edge of a wing of third channel steel 4, the 4th channel steel 5 and 6 both sides of the 5th channel steel
On be equipped with panel, the panel includes being set to the first panel 8 of 1 both sides of floor frame and second panel 9, described first
Foam concrete is filled in the cavity that panel 8, second panel 9 and the floor frame 1 are formed.
Further, the lapping ends of the lateral tie 7 are on the edge of a wing of 4 and the 5th channel steel 6 of third channel steel,
Middle part is overlapped on the 4th channel steel 5, and the web of its end and 5 and the 5th channel steel 6 of third channel steel is towards outside cavity
The end face in portion is concordant so that two end faces of 1 longitudinal direction of floor frame are smooth, and the thickness of the lateral tie 7 and described first
Channel steel 2 is identical with the thickness on the edge of a wing of the second channel steel 3 so that two faces end face that panel is installed on floor frame 1 is smooth, is easy to
Carry out the installation of panel.
Further, four ends of the first panel 8 and second panel 9 are overlapped in first channel steel 2, respectively
Two channel steels 3,4 and the 5th channel steel 6 of third channel steel the edge of a wing on, the middle part of first panel 8 and second panel 9 is overlapped in the described 4th
On the edge of a wing of channel steel 5, and its end and first channel steel 2, the second channel steel 3,4 and the 5th channel steel 6 of third channel steel edge of a wing portion
Point overlap, first channel steel 2, the second channel steel 3,4 and the 5th channel steel 6 of third channel steel the edge of a wing on there are certain reserved spaces
11, installation connecting element is to connect adjacent floor, and in the present embodiment, the first panel 8 and second panel 9 are fibre cement
Pressure plare, and the thickness of the first panel 8 and second panel 9 is 8mm~12mm.
Further, the first panel 8 and second panel 9 and first channel steel 2, the second channel steel 3, third channel steel 4,
It is fixedly connected between 4th channel steel 5, the 5th channel steel 6 and lateral tie 7 by tapping screw 10, and two adjacent self tappings
Spacing between screw 10 is 100mm~150mm.
Further, the width of the web of the third channel steel 4, the 4th channel steel 5 and the 5th channel steel 6 is slightly less than described first
The width dimensions of the width, the i.e. web of third channel steel 4, the 4th channel steel 5 and the 5th channel steel 6 of the web of 2 and second channel steel 3 of channel steel
Compared with the first channel steel 2 and the small 1~3mm of width dimensions of the web of the second channel steel 3, so that the third channel steel 4,5 and of the 4th channel steel
The end of 5th channel steel 6 is in 2 and second channel steel 3 of the first channel steel.
A kind of construction method of the above-mentioned light steel of half assembled-foam concrete composite floor, is as follows：
Step 1：Make floor frame
The floor frame 1 includes the first channel steel 2 and the second channel steel 3 transversely arranged side by side, 2 He of the first channel steel
Being arranged side by side along longitudinal direction between second channel steel 3 has third channel steel 4, the 4th channel steel 5 and the 5th channel steel 6, the third channel steel 4 and the
The end of five channel steels 6 is overlapped in the end of 2 and second channel steel 3 of the first channel steel respectively, and is fixed with tapping screw 10,
Multiple lateral ties 7 are horizontally arranged on the third channel steel 4, the 4th channel steel 5 and the edge of a wing of 6 both sides of the 5th channel steel, are used in combination
Tapping screw 10 is fixed, and first panel 8 is laid on the lateral tie 7 of 1 side of floor frame, and use tapping screw
10 are fixed, another side is openend；
Step 2：Floor frame is transported, is lifted to construction site
The floor frame 1 being prefabricated in the factory and second panel 9 to be installed are transported, lifted to construction site；
Step 3：Fixed floor frame
The floor frame 1 is attached, and be fixed with tapping screw 10 with wall with connector；
Step 4：Pour foam concrete
By pouring bubble in cavity of the openend of the floor frame 1 between the floor frame 1 and first panel 8
Foam concrete；
Step 5：Second panel is installed
After foam concrete pours completion and consolidates, it is laid on the lateral tie 7 of the openend of the floor frame 1
Second panel 9 completes the construction of entire floor.
It is to place multiple floors along longitudinal direction or laterally side by side when being combined installation to multiple floors, point
It does not construct, then first channel steel 2, the second channel steel 3, third channel steel 4 and the 5th channel steel 6 on two adjacent floor decks
Adjacent floor deck, by the connector is connected as one, forms entire floor by 11 installation connecting element of reserved space on the edge of a wing
Structure.
Finally it should be noted that：The above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, to the greatest extent
Pipe is described in detail the present invention with reference to above-described embodiment, those of ordinary skills in the art should understand that：Still may be used
It is modified or replaced equivalently with the specific embodiment to the present invention, and is repaiied without departing from any of spirit and scope of the invention
Change or equivalent replacement, should all cover in present claims range.
Claims (10)
1. a kind of light steel of half assembled-foam concrete composite floor, it is characterised in that：It is described including floor frame and panel
Floor frame includes the first channel steel and the second channel steel transversely arranged side by side, along vertical between first channel steel and the second channel steel
There are third channel steel, the 4th channel steel and the 5th channel steel to being arranged side by side, the end of the third channel steel and the 5th channel steel overlaps respectively
In the end of first channel steel and the second channel steel, the third channel steel, the 4th channel steel and the edge of a wing upper edge of the 5th channel steel both sides
Multiple lateral ties are horizontally arranged with, panel is equipped on the lateral tie, the panel includes being set to floor frame two
The first panel and second panel of side are filled in the cavity of the first panel, second panel and the floor frame formation
There is foam concrete.
2. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
The structure of first channel steel and the second channel steel is identical, is cold bending thin wall type groove steel, and the wing of first channel steel and the second channel steel
Edge is identical with the thickness of web, is 0.8mm~1.2mm.
3. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
The structure of third channel steel, the 4th channel steel and the 5th channel steel is identical, is cold bending thin wall type inner bead channel steel, the third channel steel,
The edge of a wing of 4th channel steel and the 5th channel steel is identical with the thickness of web, is 0.8mm~1.2mm.
4. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
For the lapping ends of lateral tie on the edge of a wing of the third channel steel and the 5th channel steel, middle part is overlapped in the 4th channel steel
On, and its end and the web of the third channel steel and the 5th channel steel are concordant towards the end face outside cavity, and the laterally drawing
The thickness of item is identical with the thickness of first channel steel and the edge of a wing of the second channel steel.
5. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
Four ends of first panel and second panel are overlapped in first channel steel, the second channel steel, third channel steel and the 5th slot respectively
On the edge of a wing of steel, and its end is overlapped with the flange portions of first channel steel, the second channel steel, third channel steel and the 5th channel steel,
First channel steel, the second channel steel, third channel steel and the 5th channel steel the edge of a wing on there are certain reserved space, installation connecting element with
Connect adjacent floor.
6. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
First panel and second panel are fiber cement board pressure, and the thickness of the first panel and second panel be 8mm~
12mm。
7. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
First panel and second panel and first channel steel, the second channel steel, third channel steel, the 4th channel steel, the 5th channel steel and laterally drawing
It is fixedly connected between item by tapping screw, and the spacing between two adjacent tapping screws is 100mm~150mm.
8. a kind of light steel of half assembled-foam concrete composite floor according to claim 1, it is characterised in that：It is described
The width of the web of third channel steel, the 4th channel steel and the 5th channel steel is less than the width of the web of first channel steel and the second channel steel
Degree, so that the end of the third channel steel, the 4th channel steel and the 5th channel steel is in first channel steel and the second channel steel.
9. a kind of construction method of the light steel of half assembled-foam concrete composite floor according to claim 1, feature
It is, is as follows：
Step 1：Make floor frame
The floor frame includes the first channel steel and the second channel steel transversely arranged side by side, first channel steel and the second channel steel
Between be arranged side by side have the end of third channel steel, the 4th channel steel and the 5th channel steel, the third channel steel and the 5th channel steel along longitudinal direction
It is overlapped in the end of first channel steel and the second channel steel respectively, the third channel steel, the 4th channel steel and the 5th channel steel both sides
Multiple lateral ties are horizontally arranged on the edge of a wing, first panel is laid on the lateral tie of the floor frame side,
Another side is openend；
Step 2：Floor frame is transported, is lifted to construction site
By the floor frame being prefabricated in the factory and second panel to be installed transport, lift to construction site；
Step 3：Fixed floor frame
The floor frame is attached, and be fixed with tapping screw with wall with connector；
Step 4：Pour foam concrete
By pouring foam coagulation in cavity of the openend of the floor frame between the floor frame and first panel
Soil；
Step 5：Second panel is installed
After foam concrete pours completion and consolidates, the second face is laid on the lateral tie of the openend of the floor frame
Plate completes the construction of entire floor.
10. construction method according to claim 9, it is characterised in that：Four ends of the first panel and second panel
Portion is overlapped in respectively on the edge of a wing of first channel steel, the second channel steel, third channel steel and the 5th channel steel, and its end and described the
One channel steel, the second channel steel, third channel steel and the 5th channel steel flange portions overlap, first channel steel, the second channel steel, third slot
Certain space is reserved on the edge of a wing of steel and the 5th channel steel, when being combined installation to multiple floors, in two adjacent buildings
Adjacent floor deck, is connected as one by the spatially installation connecting element reserved on plate by the connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810010963.8A CN108222349A (en) | 2018-01-05 | 2018-01-05 | A kind of light steel of half assembled-foam concrete composite floor and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810010963.8A CN108222349A (en) | 2018-01-05 | 2018-01-05 | A kind of light steel of half assembled-foam concrete composite floor and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108222349A true CN108222349A (en) | 2018-06-29 |
Family
ID=62642899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810010963.8A Pending CN108222349A (en) | 2018-01-05 | 2018-01-05 | A kind of light steel of half assembled-foam concrete composite floor and its construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108222349A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560795A (en) * | 2018-03-14 | 2018-09-21 | 沈阳建筑大学 | A kind of light steel of assembled-foam concrete composite floor and its construction method |
| CN113653232A (en) * | 2021-07-23 | 2021-11-16 | 福建建祥建筑科技有限责任公司 | Assembly type building floor plate and installation and construction method thereof |
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| WO2006040624A1 (en) * | 2004-10-13 | 2006-04-20 | Plastedil S.A. | Improved floor structure |
| CN106894543A (en) * | 2017-04-28 | 2017-06-27 | 沈阳建筑大学 | The light steel of half assembled-foam concrete assembled wall and its application method |
| CN106958308A (en) * | 2017-05-09 | 2017-07-18 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled and its application method |
| CN107268675A (en) * | 2016-04-07 | 2017-10-20 | 中国电建集团贵阳勘测设计研究院有限公司 | The laying method and structure of a kind of many storehouse underground pipe galleries of combined type |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006040624A1 (en) * | 2004-10-13 | 2006-04-20 | Plastedil S.A. | Improved floor structure |
| CN107268675A (en) * | 2016-04-07 | 2017-10-20 | 中国电建集团贵阳勘测设计研究院有限公司 | The laying method and structure of a kind of many storehouse underground pipe galleries of combined type |
| CN106894543A (en) * | 2017-04-28 | 2017-06-27 | 沈阳建筑大学 | The light steel of half assembled-foam concrete assembled wall and its application method |
| CN106958308A (en) * | 2017-05-09 | 2017-07-18 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled and its application method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560795A (en) * | 2018-03-14 | 2018-09-21 | 沈阳建筑大学 | A kind of light steel of assembled-foam concrete composite floor and its construction method |
| CN113653232A (en) * | 2021-07-23 | 2021-11-16 | 福建建祥建筑科技有限责任公司 | Assembly type building floor plate and installation and construction method thereof |
| CN113653232B (en) * | 2021-07-23 | 2022-09-27 | 福建建祥建筑科技有限责任公司 | Assembly type building floor plate and installation and construction method thereof |
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