CN208685425U - A kind of packaged type bridges contignation - Google Patents
A kind of packaged type bridges contignation Download PDFInfo
- Publication number
- CN208685425U CN208685425U CN201821266675.0U CN201821266675U CN208685425U CN 208685425 U CN208685425 U CN 208685425U CN 201821266675 U CN201821266675 U CN 201821266675U CN 208685425 U CN208685425 U CN 208685425U
- Authority
- CN
- China
- Prior art keywords
- beam slab
- intermediate beam
- slot
- bar plate
- side bar
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of packaged type bridges contignation, including side bar plate, concrete wall pour slot and reinforcing bar；Intermediate beam slab described in being connected with one group is poured on the front end face of the beam slab；The intermediate beam slab side deep floor on the left of the intermediate beam slab offer four groups described in intermediate beam slab location hole；The top front/rear end of the intermediate beam slab have one group described in intermediate beam slab side pour slot；The left and right end face of the side bar plate be provided with one group described in side bar plate end face deep floor；The beam slab and the intermediate beam slab stretch out reinforcing bar described in multiple groups on joint face；Connection is poured by pouring grouting between the beam slab and the intermediate beam slab.Concrete wall pours slot, side bar plate end pours slot, side bar plate side pours slot, intermediate beam slab side pours slot, intermediate beam plate end face pours slot, floor pours slot increase and pours the bond area of grouting and changes the shape of filling chamber and realize preferably grouting connection by being arranged, and improves bonding strength.
Description
Technical field
The utility model belongs to construction engineering technical field, more specifically, in particular to a kind of packaged type bridges beam slab
Structure.
Background technique
Packaged type bridges, which refer to, combines a kind of integral bridge using prefabricated components in construction, since it is in construction
Basic the duration can be greatly shortened with the prefabricated construction together of other bridge members, prefabricated components construction technology is relatively easy by wide
General use is a more important prefabricated components, previous precast beam in the prefabrication process Bridge beam slab of bridge member
There are a variety of beam slabs such as plate-girder and box beam and T-type beam, beam slab is lifted on support after the completion of general beam slab is prefabricated will be between beam slab
Gap and reinforcing bar carry out pouring grouting and link together.
Based on above-mentioned, the inventors discovered that, it is vertical to the gap for pouring grouting of beam slab in previous Beam-Slab Construction
Gap, bonding strength is limited, can inevitably there are problems that pouring loosely.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of packaged type bridges contignation, existing to solve
Bonding strength it is limited, there are problems that pouring loosely.
The purpose and effect of the utility model packaged type bridges contignation, are reached by technological means in detail below:
A kind of packaged type bridges contignation, including side bar plate, concrete wall pour slot, side bar plate end pours slot, side bar plate side
Face pours slot, side bar plate end face deep floor, side bar plate location hole, intermediate beam slab, intermediate beam slab side pour slot, intermediate beam slab
End face pours slot, floor pours slot, intermediate beam slab side deep floor, intermediate beam slab location hole, positioning column, pours grouting and steel
Muscle；Intermediate beam slab described in being connected with one group is poured on the front end face of the beam slab；One can be connected at left and right sides of the beam slab
The group beam slab；Intermediate beam slab described in one group can be connected at left and right sides of the intermediate beam slab；Described intermediate beam slab or so two
End face be provided with one group described in intermediate beam slab side deep floor；The intermediate beam slab side on the right side of the intermediate beam slab adds
The right side of strong floor be fixedly connected with four groups described in positioning column；Reinforce the intermediate beam slab side on the left of the intermediate beam slab
Floor offer four groups described in intermediate beam slab location hole；In described in offering one group at left and right sides of the top of the intermediate beam slab
Between beam slab end face pour slot；The top front/rear end of the intermediate beam slab have one group described in intermediate beam slab side pour slot；Institute
State side bar plate top nose face offer one group described in side bar plate side pour slot；The upper surface rear portion of the side bar plate opens up
Concrete wall described in having one group pours slot；Side bar plate end described in offering one group at left and right sides of at the top of the side bar plate pours slot；Institute
State side bar plate left and right end face be provided with one group described in side bar plate end face deep floor；The gusset of the side bar plate, the side
Beam slab end face deep floor, the gusset of the intermediate beam slab, the intermediate beam slab side deep floor offer described in one group
Floor pours slot；The beam slab and the intermediate beam slab stretch out reinforcing bar described in multiple groups on joint face；The beam slab and described
Connection is poured by pouring grouting between intermediate beam slab.
Further, the position phase of the positioning column position and the intermediate beam slab location hole, the side bar plate location hole
Corresponding, the positioning column position and the intermediate beam slab location hole, side bar plate location hole cooperation position during installation.
Further, grouting is poured described between the side bar plate and the intermediate beam slab be cast in the side bar plate
Gap and the intermediate beam slab side between the intermediate beam slab pour slot, side bar plate side pours the company of pouring in slot
It connects.
Further, grouting is poured described between the side bar plate and the side bar plate pour the side bar plate and institute
Gap and side bar plate end between side bar plate is stated to pour and pour connection in slot.
Further, grouting is poured described between the intermediate beam slab and the intermediate beam slab pour the intermediate beam
Gap and intermediate beam plate end face, which pour, between plate and the intermediate beam slab pours connection in slot.
Further, the concrete wall pours slot, side bar plate end pours slot, side bar plate side pours slot, described
Intermediate beam slab side pours slot, the intermediate beam plate end face pours slot, the floor pours the trough rim of slot and is all made of and is obliquely installed.
Compared with prior art, the utility model has the following beneficial effects:
By adding side bar plate end face deep floor and intermediate beam slab side deep floor, increase between the beam slab of both sides and two
Connection area is poured between intermediate beam slab, increases bonding strength；By setting positioning column and intermediate beam slab location hole, improve side
Beam slab location fit improves the installation accuracy between side bar plate and intermediate beam slab；By setting, concrete wall pours slot, side bar plate end is poured
Build slot, side bar plate side pours slot, intermediate beam slab side pours slot, intermediate beam plate end face pours slot, floor pours slot increase and pours
The bond area for building grouting changes the shape realization preferably grouting connection of filling chamber, improves bonding strength.
Detailed description of the invention
Fig. 1 is that the utility model does not pour installation axle side structure schematic diagram under state.
Fig. 2 is that the utility model pours left view complete section structural schematic diagram under state.
Fig. 3 is that pouring for the utility model overlooks complete section structural schematic diagram under state.
Fig. 4 is the side bar board shaft side structure schematic diagram of the utility model.
Fig. 5 is the intermediate beam board shaft side structure schematic diagram of the utility model.
In figure, the corresponding relationship of component names and accompanying drawing number are as follows:
1- side bar plate, 101- concrete wall pour slot, and 102- side bar plate end pours slot, and 103- side bar plate side pours slot, 104-
Side bar plate end face deep floor, 105- side bar plate location hole, beam slab among 2-, beam slab side pours slot among 201-, in 202-
Between beam slab end face pour slot, 203- floor pours slot, beam slab side deep floor among 204-, beam slab location hole among 205-,
3- positioning column, 4- pour grouting, 5- reinforcing bar.
Specific embodiment
The embodiments of the present invention is described in further detail with reference to the accompanying drawings and examples.Following embodiment
For illustrating the utility model, but cannot be used to limit the scope of the utility model.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term
The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
The device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 5:
The utility model provides a kind of packaged type bridges contignation, including side bar plate 1, concrete wall pour slot 101, side bar plate
End pours slot 102, side bar plate side pours slot 103, side bar plate end face deep floor 104, side bar plate location hole 105, intermediate beam
Plate 2, intermediate beam slab side pours slot 201, intermediate beam plate end face pours slot 202, floor pours slot 203, intermediate beam slab side adds
Strong floor 204, positioning column 3, pours grouting 4 and reinforcing bar 5 at intermediate beam slab location hole 205；It is poured on the front end face of the beam slab 1
Intermediate beam slab 2 described in being connected with one group；Beam slab 1 described in one group can be connected at left and right sides of the beam slab 1；The intermediate beam slab
Intermediate beam slab 2 described in one group can be connected at left and right sides of 2；2 left and right ends of intermediate beam slab is provided with described in one group
Intermediate beam slab side deep floor 204；The right end of the intermediate beam slab side deep floor 204 on 2 right side of intermediate beam slab
Face be fixedly connected with four groups described in positioning column 3；The intermediate beam slab side deep floor 204 in 2 left side of intermediate beam slab is opened
Equipped with intermediate beam slab location hole 205 described in four groups；It is intermediate described in offering one group at left and right sides of the top of the intermediate beam slab 2
Beam slab end face pours slot 202；The top front/rear end of the intermediate beam slab 2 have one group described in intermediate beam slab side pour slot
201；The top nose face of the side bar plate 1 offer one group described in side bar plate side pour slot 103；The side bar plate 1 it is upper
End face rear portion offer one group described in concrete wall pour slot 101；Side described in offering one group at left and right sides of 1 top of side bar plate
Beam slab end pours slot 102；The left and right end face of the side bar plate 1 be provided with one group described in side bar plate end face deep floor 104；Institute
State the gusset, the side bar plate end face deep floor 104, the gusset of the intermediate beam slab 2, the intermediate beam slab side of side bar plate 1
Face deep floor 204 offer one group described in floor pour slot 203；The beam slab 1 and the intermediate beam slab 2 are on joint face
Stretch out reinforcing bar 5 described in multiple groups；Connection is poured by pouring grouting 4 between the beam slab 1 and the intermediate beam slab 2.
Wherein, the position of 3 position of positioning column and the intermediate beam slab location hole 205, the side bar plate location hole 105
Corresponding, 3 position of positioning column and the intermediate beam slab location hole 205, the side bar plate location hole 105 cooperate during installation
Positioning.
Wherein, grouting 4 is poured between the side bar plate 1 and the intermediate beam slab 2 described in and is cast in the side bar plate 1
Gap and the intermediate beam slab side between the intermediate beam slab 2 pour slot 201, side bar plate side pours slot 103
Inside pour connection.
Wherein, grouting 4 is poured between the side bar plate 1 and the side bar plate 1 described in and pours the side bar plate 1 and institute
Gap and side bar plate end between side bar plate 1 is stated to pour and pour connection in slot 102.
Wherein, grouting 4 is poured between the intermediate beam slab 2 and the intermediate beam slab 2 described in and pours the intermediate beam
Gap and intermediate beam plate end face, which pour, between plate 2 and the intermediate beam slab 2 pours connection in slot 202.
Wherein, the concrete wall pours slot 101, side bar plate end pours slot 102, side bar plate side pours slot 103,
The intermediate beam slab side pours slot 201, the intermediate beam plate end face pours slot 202, the floor pour slot 203 trough rim it is equal
Using being obliquely installed, increases the adhesive force for pouring grouting 4, prevent stress from concentrating.
The specifically used mode and effect of the present embodiment:
Side bar plate 1 and intermediate beam slab 2 are lifted according to sequence of construction on the support, by side bar plate 1 and centre when in use
2 abutting joint of beam slab, gap between side bar plate 1, intermediate beam slab 2 and concrete wall pours slot 101, side bar plate end pours slot 102,
Side bar plate side pours that slot 103, intermediate beam slab side pours slot 201, intermediate beam plate end face pours slot 202, floor pours slot 203
It is interior to pour grouting, it will successively link together between side bar plate 1, intermediate beam slab 2 and realize Roadway Construction, the side bar in construction
The quantity of plate 1 and intermediate beam slab 2 can increase and decrease according to actual needs.
The embodiments of the present invention are given for the purpose of illustration and description, and are not exhaustively or to incite somebody to action
The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art
See.Embodiment was chosen and described in order to better illustrate the principle and practical application of the utility model, and makes this field
Those of ordinary skill it will be appreciated that the utility model to designing various embodiments suitable for specific applications with various modifications.
Claims (6)
1. a kind of packaged type bridges contignation, it is characterised in that: the packaged type bridges contignation includes that side bar plate, concrete wall pour
Build slot, side bar plate end pours slot, side bar plate side pours slot, side bar plate end face deep floor, side bar plate location hole, intermediate beam
Plate, intermediate beam slab side pours slot, intermediate beam plate end face pours slot, floor pours slot, intermediate beam slab side deep floor, centre
Beam slab location hole, pours grouting and reinforcing bar at positioning column；Intermediate beam described in being connected with one group is poured on the front end face of the beam slab
Plate；Beam slab described in one group can be connected at left and right sides of the beam slab；One group can be connected at left and right sides of the intermediate beam slab
The intermediate beam slab；The intermediate beam slab left and right ends be provided with one group described in intermediate beam slab side deep floor；It is described
The right side of the intermediate beam slab side deep floor on the right side of intermediate beam slab be fixedly connected with four groups described in positioning column；In described
Between the intermediate beam slab side deep floor on the left of beam slab offer four groups described in intermediate beam slab location hole；The intermediate beam slab
Top at left and right sides of offer one group described in intermediate beam plate end face pour slot；The top front/rear end of the intermediate beam slab is equal
Intermediate beam slab side described in having one group pours slot；The top nose face of the side bar plate offer one group described in side bar plate side pour
Build slot；The upper surface rear portion of the side bar plate offer one group described in concrete wall pour slot；The left and right sides is equal at the top of the side bar plate
Side bar plate end described in offering one group pours slot；The left and right end face of the side bar plate be provided with one group described in side bar plate end face add
Strong floor；The gusset of the side bar plate, the side bar plate end face deep floor, the gusset of the intermediate beam slab, the intermediate beam
Plate side deep floor offer one group described in floor pour slot；The beam slab and the intermediate beam slab are stretched on joint face
Reinforcing bar described in multiple groups out；Connection is poured by pouring grouting between the beam slab and the intermediate beam slab.
2. packaged type bridges contignation as described in claim 1, it is characterised in that: the positioning column position and the intermediate beam
Plate location hole, the position of the side bar plate location hole are corresponding, and the positioning column position and the intermediate beam slab are fixed during installation
Position hole, side bar plate location hole cooperation positioning.
3. packaged type bridges contignation as described in claim 1, it is characterised in that: the side bar plate and the intermediate beam slab it
Between pass through the gap and the intermediate beam slab side for pouring grouting and being cast between the side bar plate and the intermediate beam slab
Pour slot, side bar plate side pours and pours connection in slot.
4. packaged type bridges contignation as described in claim 1, it is characterised in that: between the side bar plate and the side bar plate
By it is described pour grouting and pour gap and side bar plate end between the side bar plate and the side bar plate pour and pour connection in slot.
5. packaged type bridges contignation as described in claim 1, it is characterised in that: the intermediate beam slab and the intermediate beam slab
Between by it is described pour grouting and pour gap and intermediate beam plate end face between the intermediate beam slab and the intermediate beam slab pour
Connection is poured in slot.
6. packaged type bridges contignation as described in claim 1, it is characterised in that: the concrete wall pours slot, the side bar plate
End pours slot, side bar plate side pours slot, the intermediate beam slab side pours slot, the intermediate beam plate end face pours slot,
The trough rim that the floor pours slot, which is all made of, to be obliquely installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821266675.0U CN208685425U (en) | 2018-08-07 | 2018-08-07 | A kind of packaged type bridges contignation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821266675.0U CN208685425U (en) | 2018-08-07 | 2018-08-07 | A kind of packaged type bridges contignation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685425U true CN208685425U (en) | 2019-04-02 |
Family
ID=65884071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821266675.0U Expired - Fee Related CN208685425U (en) | 2018-08-07 | 2018-08-07 | A kind of packaged type bridges contignation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208685425U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585083A (en) * | 2021-08-06 | 2021-11-02 | 万玉楼 | Grouting equipment and method used between ribbed steel plate and T-shaped beam |
-
2018
- 2018-08-07 CN CN201821266675.0U patent/CN208685425U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585083A (en) * | 2021-08-06 | 2021-11-02 | 万玉楼 | Grouting equipment and method used between ribbed steel plate and T-shaped beam |
| CN113585083B (en) * | 2021-08-06 | 2022-11-22 | 万玉楼 | Grouting equipment and method for space between ribbed steel plate and T-shaped beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104746422B (en) | A kind of hollow pier stud delay-pour joint structure of bridge prefabrication and construction method | |
| CN105603860A (en) | Prefabricated T beam and construction method | |
| CN102877407B (en) | Concrete continuous box girder of corrugated steel web for curved bridge | |
| CN103276651B (en) | No-cutting-seam cement concrete pavement structure and construction method thereof | |
| CN211312194U (en) | Prefabricated assembled UHPC hollow anti-collision guardrail component | |
| CN206873730U (en) | A kind of steel bar truss floor structure | |
| CN208685437U (en) | A kind of wet seam construction of prefabricated assembled concrete floorings | |
| CN111118997A (en) | Prefabricated assembled type lane plate | |
| CN105970803B (en) | Shear-resistant energy dissipation device of assembled pier and construction method | |
| CN204097864U (en) | A kind of bridge prefabrication hollow pier stud delay-pour joint structure | |
| KR101196874B1 (en) | Girder making methos for precast end seggement using end mold and girder therewith | |
| CN208685425U (en) | A kind of packaged type bridges contignation | |
| KR101034973B1 (en) | Bridge and its construction method using tide arch hybrid girders by connecting precast blocks | |
| CN207878251U (en) | Prefabrication and assembly construction UHPC combination beams | |
| CN212865473U (en) | Prefabricated assembled type lane plate | |
| CN109056595A (en) | A kind of grout sleeve Joining Technology of prefabricated overhead guardrail board | |
| CN209584813U (en) | Frame bridge system | |
| CN207739390U (en) | Overlap wall and horizontal member connecting node | |
| KR100462966B1 (en) | Prestressed Concrete U-Girder of compositive girder bridge | |
| CN215211802U (en) | Novel prefabricated floor slab and connecting structure thereof | |
| CN208395991U (en) | The U-shaped integral prefabricated window member that floats, assembled float window joint structure | |
| CN208899352U (en) | A kind of concrete arch rib Covered with Angles sleeve-board group and its bracing means | |
| CN208441257U (en) | A kind of mounting structure of assembling-type precast hybrid beam and stiffened column | |
| CN208933816U (en) | A kind of Railway Bridges And Piers precast segment splicing structure | |
| CN207959646U (en) | Prefabricated superimposed sheet |
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: 20190402 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |