CN209194262U - A kind of superimposed sheet I-steel reinforcement node pavement structure - Google Patents
A kind of superimposed sheet I-steel reinforcement node pavement structure Download PDFInfo
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- CN209194262U CN209194262U CN201821741204.0U CN201821741204U CN209194262U CN 209194262 U CN209194262 U CN 209194262U CN 201821741204 U CN201821741204 U CN 201821741204U CN 209194262 U CN209194262 U CN 209194262U
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- Prior art keywords
- superimposed sheet
- fixed
- reinforcing bar
- steel
- node
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Abstract
The utility model discloses a kind of superimposed sheet I-steel to reinforce node pavement structure, including the first superimposed sheet, first prefabricated road tooth is fixed on the side of first superimposed sheet, one end of bindiny mechanism is fixed on the inside of first superimposed sheet, and the other end of the bindiny mechanism is fixed on the inside of the described first prefabricated road tooth；The utility model superimposed sheet and prefabricated road tooth are fixed together by bindiny mechanism, first superimposed sheet and the second superimposed sheet are fixed together by superimposed sheet protruding bar node, and by the first superimposed sheet, second superimposed sheet and superimposed sheet protruding bar node are poured by pouring section after U-shaped, then by rear pouring concrete layer be cast in it is U-shaped after pour the upper surface of section, the quick effect of construction is reached, save the construction time of staff, it is durable, two spacer bars and the horizontal inside for connecing reinforcing bar and being fixed on prefabricated road tooth, the effect of support is played for prefabricated road tooth, to enhance the intensity of prefabricated road tooth.
Description
Technical field
The utility model belongs to road construction technical field, and in particular to a kind of superimposed sheet I-steel reinforcement node road surface structure
It makes.
Background technique
With the continuous development and progress of new building technology and material, prefabrication is widely used.
In the country of many building industrialization prosperities, prefabrication experienced long-term experiment and application, modernization it is prefabricated
Assembled architecture product can highly integrated building various functions, and build form and component it is very exquisite.I
State's construction demand amount is big, construction speed is fast, it is necessary to develop prefabrication, and gradually widens prefabricated construction level
Application range, especially road assembles constructing technology problem, effectively solves traditional road and constructs influence to traffic.
Existing technology has the following problems:
1, original pavement structure not can be carried out effectively prefabricated, increases the construction time, reduces staff's
Construction efficiency；
2, original prefabricated road tooth intensity is lower, is easy to happen damage, increases the cost of pavement structure maintenance.
Utility model content
To solve the problems mentioned above in the background art.The utility model provides a kind of superimposed sheet I-steel reinforcement section
Point pavement structure, has the characteristics that rapid construction and high intensity.
To achieve the above object, the utility model provides the following technical solutions: a kind of superimposed sheet I-steel reinforcement node road
Surface construction, including the first superimposed sheet, the first prefabricated road tooth are fixed on the side of first superimposed sheet, and one end of bindiny mechanism is solid
It is scheduled on the inside of first superimposed sheet, the other end of the bindiny mechanism is fixed on the inside of the described first prefabricated road tooth, the
Two superimposed sheets are fixed on side of first superimposed sheet far from the described first prefabricated road tooth, and one end of girder rib is fixed on described
The upper surface of first superimposed sheet, the other end of the girder rib are fixed on the upper surface of second superimposed sheet, pour Duan Gu after U-shaped
Be scheduled on the junction of first superimposed sheet and second superimposed sheet, and close to the lateral wall of the girder rib, after pour coagulation
Soil layer be fixed on it is described it is U-shaped after pour the upper surface of section, end node steel I-beam be fixed on it is described it is U-shaped after pour the inside of section, and
The one side relatively close close to first superimposed sheet and second superimposed sheet, pre-embedded bolt are fixed on the end node work
The lower surface of word girder steel, and close to the lower section of first superimposed sheet.
In order to enable prefabricated road tooth and superimposed sheet become an entirety, as the optimal technical scheme of the utility model, institute
State bindiny mechanism include vertical reinforcing bar, spacer bar, it is horizontal connect reinforcing bar and connection reinforcing bar, wherein the connection reinforcing bar is fixed on institute
The inside of the first superimposed sheet is stated, and runs through the inside of the described first prefabricated road tooth, the vertical reinforcing bar is fixed on the connection steel
The lateral wall of muscle, and close to the inside of the described first prefabricated road tooth, two spacer bars are fixed on the vertical reinforcing bar
Lateral wall, and close to the top of the connection reinforcing bar, two horizontal reinforcing bars that connect are fixed on the lateral walls for connecting reinforcing bar, and
Close to the lower section of the spacer bar；The spacer bar is L-type.
In order to increase the intensity of prefabricated road tooth, as the optimal technical scheme of the utility model, several second connections
Frame is fixed on the lateral wall of the spacer bar, several first connection frames are fixed on the horizontal lateral wall for connecing reinforcing bar.
In order to increase the intensity of pavement structure, as the optimal technical scheme of the utility model, several superimposed sheets are overhanging
One end of reinforcing bar node is fixedly connected with first superimposed sheet, the other end of the superimposed sheet protruding bar node and described
Two superimposed sheets are fixedly connected；The inside of the end node steel I-beam offers several steel I-beam web preformed holes, institute
State the inside that superimposed sheet protruding bar node is fixed on the steel I-beam web preformed hole, and with the end node I-steel
Beam is fixedly connected.
In order to facilitate superimposed sheet reinforced steel bar perforation, as the optimal technical scheme of the utility model, the steel I-beam web
The diameter of preformed hole is 3mm bigger than superimposed sheet protruding bar diameter.
Compared with prior art, the utility model has the beneficial effects that
1, the utility model superimposed sheet and prefabricated road tooth are fixed together by bindiny mechanism, and the first superimposed sheet and second is folded
Plywood is fixed together by superimposed sheet protruding bar node, and by the first superimposed sheet, the second superimposed sheet and the overhanging steel of superimposed sheet
Muscles and joints-vital links in a speech point is poured by pouring section after U-shaped, then by rear pouring concrete layer be cast in it is U-shaped after pour the upper surface of section, reached construction
Quick effect saves the construction time of staff, and intensity is higher, durable；
2, two spacer bars of the utility model and the horizontal inside for connecing reinforcing bar and being fixed on prefabricated road tooth are played for prefabricated road tooth
The effect of support, spacer bar and the horizontal lateral wall for connecing reinforcing bar be respectively arranged with several second connection frames and several the
One connection frame, achieve the effect that spacer bar, it is horizontal connect reinforcing bar and prefabricated road tooth comes into full contact with, to enhance the strong of prefabricated road tooth
Degree.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is bindiny mechanism's structural schematic diagram of the utility model；
Fig. 3 is the end node steel I-beam side structural schematic diagram of the utility model；
In figure: 1, the first superimposed sheet；2, bindiny mechanism；21, vertical reinforcing bar；22, spacer bar；23, the first connection frame；
24, horizontal to connect reinforcing bar；25, reinforcing bar is connected；26, the second connection frame；3, the first prefabricated road tooth；4, girder rib；5, rear pouring concrete layer；
6, end node steel I-beam；7, section is poured after U-shaped；8, the second prefabricated road tooth；9, the second superimposed sheet；10, pre-embedded bolt；11, work
Word steel beam web plate preformed hole；12, superimposed sheet protruding bar node.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment
Fig. 1-3 is please referred to, the utility model is the following technical schemes are provided: a kind of superimposed sheet I-steel reinforces node road surface structure
It makes, including the first superimposed sheet 1, the first prefabricated road tooth 3 is fixed on the side of the first superimposed sheet 1 by concreting, connects machine
One end of structure 2 is fixed on the inside of the first superimposed sheet 1 by concreting, and the other end of bindiny mechanism 2 is poured by concrete
The inside for being fixed on the first prefabricated road tooth 3 is built, the second superimposed sheet 9 is fixed on the first superimposed sheet 1 far from by concreting
The side of one prefabricated road tooth 3, one end of girder rib 4 are fixed on the upper surface of the first superimposed sheet 1, girder rib by concreting
4 other end is fixed on the upper surface of the second superimposed sheet 9 by concreting, section 7 is poured after U-shaped pours and be fixed on the first overlapping
The junction of plate 1 and the second superimposed sheet 9, and close to girder rib 4 lateral wall, rear pouring concrete layer 5 pour be fixed on it is U-shaped after pour
The upper surface of section 7, end node steel I-beam 6 by concreting be fixed on it is U-shaped after pour the inside of section 7, and close first
Superimposed sheet 1 and the relatively close one side of the second superimposed sheet 9, pre-embedded bolt 10 are weldingly fixed under end node steel I-beam 6
Surface, and close to the lower section of the first superimposed sheet 1.
Further, bindiny mechanism 2 include vertical reinforcing bar 21, spacer bar 22, it is horizontal connect reinforcing bar 24 and connection reinforcing bar 25,
In, connection reinforcing bar 25 pours the inside for being fixed on the first superimposed sheet 1, and runs through the inside of the first prefabricated road tooth 3, vertical reinforcing bar 21
It is weldingly fixed on the lateral wall of connection reinforcing bar 25, and close to the inside of the first prefabricated road tooth 3, two spacer bars 22 are welded and fixed
In the lateral wall of vertical reinforcing bar 21, and close to the top of connection reinforcing bar 25, two horizontal reinforcing bars 24 that connect are weldingly fixed on connection reinforcing bar
25 lateral wall, and close to the lower section of spacer bar 22.
Further, spacer bar 22 is L-type.
Further, several second connection frames 26 are weldingly fixed on the lateral wall of spacer bar 22, several first companies
It connects frame 23 and is weldingly fixed on the horizontal lateral wall for connecing reinforcing bar 24.
Further, one end of several superimposed sheet protruding bar nodes 12 pours with the first superimposed sheet 1 and is fixedly connected, and folds
The other end of plywood protruding bar node 12 and the second superimposed sheet 9 are poured and are fixedly connected.
Further, the inside of end node steel I-beam 6 offers several steel I-beam web preformed holes 11, overlapping
Plate protruding bar node 12 is weldingly fixed on the inside of steel I-beam web preformed hole 11, and solid with end node steel I-beam 6
Fixed connection.
Further, the diameter of steel I-beam web preformed hole 11 is 3mm bigger than superimposed sheet protruding bar diameter.
The working principle and process for using of the utility model: when the utility model site operation, first to install convenient for perforation
Fixed end node steel I-beam 6, then block-by-block lifts superimposed sheet, is sequentially completed the processes such as lifting, perforation and welding, end section
Lower flange is connected and fixed using pre-embedded bolt 10 with base when point steel I-beam 6 is installed, the first superimposed sheet 1 and the first prefabricated road tooth
3 are fixed together by bindiny mechanism 2, and the second superimposed sheet 9 and the second prefabricated road tooth 8 are fixed together by bindiny mechanism 2, the
One superimposed sheet 1 and the second superimposed sheet 9 are fixed together by superimposed sheet protruding bar node 12, and by the first superimposed sheet 1, second
Superimposed sheet 9 and superimposed sheet protruding bar node 12 are poured by pouring section 7 after U-shaped, are then cast in rear pouring concrete layer 5 U-shaped
The upper surface for pouring section 7 afterwards has reached the quick effect of construction, has saved the construction time of staff, and globality is higher, increases
The intensity for having added pavement structure, has reached long-lived effect, and two spacer bars 22 and the horizontal reinforcing bar 24 that connects are fixed on first
The inside of prefabricated road tooth 3 plays the effect of support for the first prefabricated road tooth 3, in spacer bar 22 and horizontal connects the outer of reinforcing bar 24
Side wall is respectively arranged with several second connection frames 26 and several first connection frames 23, reaches spacer bar 22, horizontal connects reinforcing bar
24, the effect that the first prefabricated road tooth 3 and the second prefabricated road tooth 8 come into full contact with, so that it is pre- to enhance the first prefabricated road tooth 3 and second
The intensity of road tooth 8 processed.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (7)
1. a kind of superimposed sheet I-steel reinforces node pavement structure, including the first superimposed sheet (1), it is characterised in that: first is prefabricated
Road tooth (3) is fixed on the side of first superimposed sheet (1), and one end of bindiny mechanism (2) is fixed on first superimposed sheet (1)
Inside, the other end of the bindiny mechanism (2) is fixed on the inside of the described first prefabricated road tooth (3), and the second superimposed sheet (9) is solid
It is scheduled on side of first superimposed sheet (1) far from the described first prefabricated road tooth (3), one end of girder rib (4) is fixed on described
The upper surface of first superimposed sheet (1), the other end of the girder rib (4) are fixed on the upper surface of second superimposed sheet (9), U
The junction that section (7) is fixed on first superimposed sheet (1) and second superimposed sheet (9) is poured after type, and close to the truss
The lateral wall of muscle (4), rear pouring concrete layer (5) be fixed on it is described it is U-shaped after pour the upper surfaces of section (7), end node steel I-beam
(6) be fixed on it is described it is U-shaped after pour the inside of section (7), and close to first superimposed sheet (1) and second superimposed sheet (9) phase
To close one side, pre-embedded bolt (10) is fixed on the lower surface of the end node steel I-beam (6), and close to described first
The lower section of superimposed sheet (1).
2. a kind of superimposed sheet I-steel according to claim 1 reinforces node pavement structure, it is characterised in that: the connection
Mechanism (2) include vertical reinforcing bar (21), spacer bar (22), it is horizontal connect reinforcing bar (24) and connection reinforcing bar (25), wherein the connection
Reinforcing bar (25) is fixed on the inside of first superimposed sheet (1), and runs through the inside of the described first prefabricated road tooth (3), described perpendicular
Straight reinforcing bar (21) is fixed on the lateral wall of connection reinforcing bar (25), and close to the inside of the described first prefabricated road tooth (3), and two
The spacer bar (22) is fixed on the lateral wall of the vertical reinforcing bar (21), and the top of close connection reinforcing bar (25),
Two horizontal lateral walls for connecing reinforcing bar (24) and being fixed on connection reinforcing bar (25), and under the spacer bar (22)
Side.
3. a kind of superimposed sheet I-steel according to claim 2 reinforces node pavement structure, it is characterised in that: the support
Reinforcing bar (22) is L-type.
4. a kind of superimposed sheet I-steel according to claim 2 reinforces node pavement structure, it is characterised in that: several the
Two connection frames (26) are fixed on the lateral wall of the spacer bar (22), several first connection frames (23) are fixed on described horizontal connect
The lateral wall of reinforcing bar (24).
5. a kind of superimposed sheet I-steel according to claim 1 reinforces node pavement structure, it is characterised in that: several are folded
One end of plywood protruding bar node (12) is fixedly connected with first superimposed sheet (1), the superimposed sheet protruding bar node
(12) the other end is fixedly connected with second superimposed sheet (9).
6. a kind of superimposed sheet I-steel according to claim 5 reinforces node pavement structure, it is characterised in that: the end
The inside of node steel I-beam (6) offers several steel I-beam web preformed holes (11), the superimposed sheet protruding bar section
Point (12) is fixed on the inside of the steel I-beam web preformed hole (11), and fixed with the end node steel I-beam (6)
Connection.
7. a kind of superimposed sheet I-steel according to claim 6 reinforces node pavement structure, it is characterised in that: the I-shaped
The diameter of steel beam web plate preformed hole (11) is 3mm bigger than superimposed sheet protruding bar diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821741204.0U CN209194262U (en) | 2018-10-25 | 2018-10-25 | A kind of superimposed sheet I-steel reinforcement node pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821741204.0U CN209194262U (en) | 2018-10-25 | 2018-10-25 | A kind of superimposed sheet I-steel reinforcement node pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209194262U true CN209194262U (en) | 2019-08-02 |
Family
ID=67409100
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821741204.0U Expired - Fee Related CN209194262U (en) | 2018-10-25 | 2018-10-25 | A kind of superimposed sheet I-steel reinforcement node pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209194262U (en) |
-
2018
- 2018-10-25 CN CN201821741204.0U patent/CN209194262U/en not_active Expired - Fee Related
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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: 20190802 Termination date: 20201025 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |