CN208168083U - The connection structure of high area's floor support plate and low area's floor support plate - Google Patents
The connection structure of high area's floor support plate and low area's floor support plate Download PDFInfo
- Publication number
- CN208168083U CN208168083U CN201820422873.5U CN201820422873U CN208168083U CN 208168083 U CN208168083 U CN 208168083U CN 201820422873 U CN201820422873 U CN 201820422873U CN 208168083 U CN208168083 U CN 208168083U
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- China
- Prior art keywords
- support plate
- floor support
- area
- girder steel
- low area
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000003351 stiffener Substances 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000011241 protective layer Substances 0.000 claims description 3
- 230000008595 infiltration Effects 0.000 abstract description 7
- 238000001764 infiltration Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 8
- 230000002708 enhancing effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to the connection structures of a kind of high area's floor support plate and low area's floor support plate, the girder steel of the end adjacent set on high area's floor support plate to be formed and low area's floor support plate, girder steel is located at the bottom of high area's floor support plate to be formed, and low area's floor support plate to be formed is corresponded on girder steel equipped with a lateral supporting plate；And pour into a single integrated structure with high area's floor support plate and low area's floor support plate and be overlying on the concrete structure on girder steel, concrete structure part is located on girder steel, partially on the side of girder steel and lateral supporting plate.The utility model is connected by pouring concrete structure together with high area's floor support plate and low area's floor support plate, to cover the part between high area's floor support plate and low area's floor support plate of girder steel, the infiltration seam between low area's floor support plate and girder steel is prevented to be exposed to outer, to realize leakproof.
Description
Technical field
The utility model relates to the realm of building construction, the connection structure of espespecially a kind of high area's floor support plate and low area's floor support plate.
Background technique
In the realm of building construction, it is often necessary to be attached high area's floor support plate and low area's floor support plate, be formed and drop hardened structure.
Refering to fig. 1, it is shown that the schematic diagram of the connection structure of high area's floor support plate and low area's floor support plate in the prior art.As shown in Figure 1, existing
There is the top that high area's floor support plate 10a is generally directly installed on to girder steel 20a in technology, low area's floor support plate 30a is mounted on girder steel
Under the top 20a on additional lateral supporting plate 40a, the end of low area's floor support plate 30a is resisted against the stiffener 21a of girder steel 20a
Place, the top surface of low area's floor support plate 30a and intersection, the end of low area's floor support plate 30a and the intersection of stiffener 21a of girder steel 20a
The intersection of place and low area's floor support plate 30a and lateral supporting plate 40a form infiltration seam 50a, due to being located at low area building on girder steel 20a
Partial denudation between board 30a and high area's floor support plate 10a outside, can not stitch the infiltration and carry out closed protective, from then
Continuous water flow is easy to be flowed into the bottom surface of low area's floor support plate 30a from infiltration seam, so as to cause seepy question.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of high area's floor support plate and low area's floor support plate
Connection structure, solve the problems, such as that connection structure in the prior art is easy leak.
Realizing the technical solution of above-mentioned purpose is：
The utility model provides the connection structure of a kind of high area's floor support plate and low area's floor support plate, including：
The girder steel of the end adjacent set on high area's floor support plate to be formed and low area's floor support plate, the girder steel are located at described
The bottom of high area's floor support plate to be formed, and low area's floor support plate to be formed is corresponded on the girder steel equipped with a lateral supporting plate；With
And
Coagulation that is into a single integrated structure and being overlying on the girder steel is poured with high area's floor support plate and low area's floor support plate
Soil structure, the concrete structure part are located on the girder steel, partially positioned at the side of the girder steel and the laterally support
On plate.
The beneficial effect of the connection structure of the high area's floor support plate of the utility model and low area's floor support plate：
The utility model is by pouring be connected together high area's floor support plate and low area's floor support plate, to cover the position of girder steel
Low area's floor support plate and girder steel contact end are closed, are prevented low by the part between high area's floor support plate and low area's floor support plate
Infiltration seam between area's floor support plate and girder steel is exposed to outer, to realize leakproof, easy construction is easy, improve construction quality and
Efficiency.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, further include being coated with
Waterproof protective layer in the surface of the concrete structure.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, the concrete
Z-type assembling reinforcement, reinforcing bar and low area's floor support plate in the Z-type assembling reinforcement and high area's floor support plate are equipped in structure
Interior reinforcing bar is fixedly connected.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that,
The end of reinforcing bar in high area's floor support plate is protruded into the concrete structure and is bent downward；
The end of reinforcing bar in low area's floor support plate is protruded into the concrete structure and is folded upward at.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, the girder steel
Top is fixed with the first anchor studs, is anchored in the concrete structure to reinforce consolidating for the girder steel and the concrete structure
Fixed connection.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, it is described laterally support
It is fixed with the second anchor studs on plate, is anchored in the concrete structure to reinforce the lateral supporting plate and the concrete structure
Be fixedly connected.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, further include vertical
It is fixed on multiple stiffeners of the girder steel.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate further improvement lies in that, the girder steel packet
It includes：
A pair of of the flange plate being oppositely arranged and the web being connected between the pair of flange plate；
The stiffener is vertically connected between a pair of of flange plate of the girder steel and is vertically connected at the web；Institute
Lateral supporting plate is stated to be fastened transversely to the web and be resisted against the stiffener.
Detailed description of the invention
Fig. 1 is the schematic diagram of the connection structure of high area's floor support plate and low area's floor support plate in the prior art.
Fig. 2 is the schematic diagram of the connection structure of the high area's floor support plate of the utility model and low area's floor support plate.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Referring to Fig.2, showing the schematic diagram of the connection structure of the high area's floor support plate of the utility model and low area's floor support plate.Such as figure
Shown in 2, the connection structure of the high area's floor support plate of the utility model and low area's floor support plate includes：Set on high area's floor support plate to be formed and
The girder steel 10 of the adjacent end of low area's floor support plate (Fig. 2 is not drawn into), girder steel 10 are located at the bottom of high area's floor support plate to be formed,
And low area's floor support plate to be formed is corresponded on girder steel 10 equipped with a lateral supporting plate 20；And with high area's floor support plate and low area's floor support plate
Concrete structure 30 that is into a single integrated structure and being overlying on girder steel 10 is poured, 30 part of concrete structure is located on girder steel 10, portion
Quartile is on the side of girder steel 10 and lateral supporting plate 20.The utility model is by by concrete structure and high area's floor support plate and low
Area's floor support plate pours together to be connected, will to cover the part between high area's floor support plate and low area's floor support plate of girder steel
Low area's floor support plate is closed with girder steel contact end, prevents the infiltration seam between low area's floor support plate and girder steel to be exposed to outer, from
And realize leakproof, easy construction is easy, improves construction quality and efficiency.
One better embodiment of the connection structure as the high area's floor support plate of the utility model and low area's floor support plate, such as Fig. 2
Shown, the utility model further includes the waterproof protective layer for applying the surface for being set to concrete structure 30.In the present embodiment, waterproof is protected
Sheath both ensure that the construction quality of waterproof to girder steel 10 or had carried out fire retardant anticorrosion protection simultaneously, and there is good protection to imitate
Fruit improves construction quality.
One better embodiment of the connection structure as the high area's floor support plate of the utility model and low area's floor support plate, such as Fig. 2
It is shown, Z-type assembling reinforcement 31, reinforcing bar and low area in Z-type assembling reinforcement 31 and high area's floor support plate are equipped in concrete structure 30
Reinforcing bar in floor support plate is fixedly connected, so as to reinforce connecting between concrete structure 30 and high area's floor support plate, low area's floor support plate
The fastness connect, the whole stability of enhancing structure.
In addition, the end of the reinforcing bar in high area's floor support plate is protruded into concrete structure 30 and is bent downward；Low area's floor support plate
The end of interior reinforcing bar is protruded into concrete structure 30 and is folded upward at, so as to reinforce steel tie pre-buried connection it is secured
Property, the whole stability of enhancing structure.
One better embodiment of the connection structure as the high area's floor support plate of the utility model and low area's floor support plate, girder steel 10
Top be fixed with the first anchor studs 40, be anchored in the fixation in concrete structure 30 with reinforced steel beam and girder 10 and concrete structure 30
Connection, so as to the whole stability of enhancing structure.
It is fixed with the second anchor studs 50 on lateral supporting plate 20, is anchored in concrete structure 30 to reinforce 20 He of lateral supporting plate
Concrete structure 30 is fixedly connected, so as to the whole stability of enhancing structure.
One better embodiment of the connection structure as the high area's floor support plate of the utility model and low area's floor support plate further includes
Vertically it is fixed on multiple stiffeners 60 of girder steel 10.Girder steel 10 includes：A pair of of flange plate 11 for being oppositely arranged and it is connected to a pair
Web 12 between flange plate 11.Stiffener 60 is vertically connected between a pair of of flange plate 11 of girder steel 10 and is vertically connected at
Web 12；Lateral supporting plate 20 is fastened transversely to web 12 and is resisted against stiffener 60.Wherein, stiffener 60 is rectangular slab, is put more energy into
Plate 60 is fixed on girder steel 10 support strength for playing the role of enhancing girder steel 10, improves whole stability.Lateral supporting plate 20
For rectangular slab, the drawknot fixing intensity between lateral supporting plate 20 and girder steel 10 can be enhanced.
Specifically, first girder steel 10 is set, and installs stiffener 60 and lateral supporting plate 20, then carry out tying up for reinforcing bar
It pricks, is boundary with girder steel 10, form two rooms in the lower section of high area's floor support plate 20 and low area's floor support plate 30.By Z-type assembling reinforcement
31 are fixedly connected with the reinforcing bar in the reinforcing bar and low area's floor support plate in high area's floor support plate.Then it erects template and carries out pouring for concrete
It builds, so that concrete structure 30 is formed, it will be exposed between high area's floor support plate 20 and low area's floor support plate 30 on girder steel 10
Part covers, to enclose the junction between low area's floor support plate 30 and girder steel 10, rainwater can be prevented from the connection
Place leaks into room, ensure that good waterproof effect.
The connection structure of the high area's floor support plate of the utility model and low area's floor support plate has the beneficial effect that：
The utility model is connected by pouring concrete structure together with high area's floor support plate and low area's floor support plate, with
The part between high area's floor support plate and low area's floor support plate for covering girder steel carries out low area's floor support plate and girder steel contact end
Closing prevents the infiltration seam between low area's floor support plate and girder steel to be exposed to outer, to realize leakproof, easy construction is easy, improves
Construction quality and efficiency.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as the protection scope of the utility model.
Claims (8)
1. a kind of connection structure of high area's floor support plate and low area's floor support plate, which is characterized in that including：
The girder steel of the end adjacent set on high area's floor support plate to be formed and low area's floor support plate, the girder steel are located at described to shape
At high area's floor support plate bottom, and low area's floor support plate to be formed is corresponded on the girder steel equipped with a lateral supporting plate；And
Concrete knot that is into a single integrated structure and being overlying on the girder steel is poured with high area's floor support plate and low area's floor support plate
Structure, the concrete structure part are located on the girder steel, partially positioned at the side of the girder steel and the lateral supporting plate it
On.
2. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that further include being coated with
Waterproof protective layer in the surface of the concrete structure.
3. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that
Z-type assembling reinforcement is equipped in the concrete structure, reinforcing bar in the Z-type assembling reinforcement and high area's floor support plate and
Reinforcing bar in low area's floor support plate is fixedly connected.
4. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that
The end of reinforcing bar in high area's floor support plate is protruded into the concrete structure and is bent downward；
The end of reinforcing bar in low area's floor support plate is protruded into the concrete structure and is folded upward at.
5. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that
The top of the girder steel is fixed with the first anchor studs, is anchored in the concrete structure to reinforce the girder steel and described
Concrete structure is fixedly connected.
6. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that
Be fixed with the second anchor studs on the transverse direction supporting plate, be anchored in the concrete structure with reinforce the lateral supporting plate and
The concrete structure is fixedly connected.
7. the connection structure of high area's floor support plate and low area's floor support plate as described in claim 1, which is characterized in that further include vertical
It is fixed on multiple stiffeners of the girder steel.
8. the connection structure of high area's floor support plate and low area's floor support plate as claimed in claim 7, which is characterized in that the girder steel packet
It includes：
A pair of of the flange plate being oppositely arranged and the web being connected between the pair of flange plate；
The stiffener is vertically connected between a pair of of flange plate of the girder steel and is vertically connected at the web；The cross
The web is fastened transversely to supporting plate and is resisted against the stiffener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422873.5U CN208168083U (en) | 2018-03-27 | 2018-03-27 | The connection structure of high area's floor support plate and low area's floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422873.5U CN208168083U (en) | 2018-03-27 | 2018-03-27 | The connection structure of high area's floor support plate and low area's floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208168083U true CN208168083U (en) | 2018-11-30 |
Family
ID=64374449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820422873.5U Expired - Fee Related CN208168083U (en) | 2018-03-27 | 2018-03-27 | The connection structure of high area's floor support plate and low area's floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208168083U (en) |
Cited By (1)
| 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 |
-
2018
- 2018-03-27 CN CN201820422873.5U patent/CN208168083U/en not_active Expired - Fee Related
Cited By (1)
| 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 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |