CN209178916U - A kind of assembled pile foundation wharfs component - Google Patents
A kind of assembled pile foundation wharfs component Download PDFInfo
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- CN209178916U CN209178916U CN201821766245.5U CN201821766245U CN209178916U CN 209178916 U CN209178916 U CN 209178916U CN 201821766245 U CN201821766245 U CN 201821766245U CN 209178916 U CN209178916 U CN 209178916U
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- Prior art keywords
- prefabricated
- precast beam
- node
- reinforcing bar
- pile foundation
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 46
- 239000011374 ultra-high-performance concrete Substances 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 abstract description 13
- 230000000694 effects Effects 0.000 abstract description 9
- 238000011065 in-situ storage Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
This application discloses a kind of assembled pile foundation wharfs component, including prefabricated pile cover node, precast beam and prefabricated panel, it is provided with notch at the top structural edge of prefabricated pile cover node, and several reinforcing bars are prefabricated in notch；The prefabricated several reinforcing bars of the upper surface and underlying surfaces of precast beam；The prefabricated several reinforcing bars of the surrounded surface of prefabricated panel；Wherein, the underlying surfaces of prefabricated pile cover node and precast beam connect, and the upper surface of prefabricated panel and precast beam connects.Compared with prior art, the application uses assembled in situ, and operation is simple, can save a large amount of mould materials, and the UHPC strength of materials is larger, collocation reinforcing bar using when connection effect be sufficient for harbour use demand.
Description
Technical field
The application belongs to dock structure technical field, and in particular to a kind of assembled pile foundation wharfs component.
Background technique
Long piled wharf is current widely used main wharf structure.Existing long piled wharf construction when generally all
It is that cast-in-site forms, this construction mode workload is very big, and working efficiency is low, extremely spends human and material resources, it is difficult to meet
The Wharf Construction stringenter to time and cost requirement.Present applicant proposes a kind of assembled pile foundation wharfs components.
Utility model content
The shortcomings that for the above-mentioned prior art or deficiency, the application technical problems to be solved are to provide a kind of workload
Small, easy to operate, work efficiency is high and is suitable for the assembled pile foundation wharfs component of Wharf Construction.
In order to solve the above technical problems, the application has following constitute:
A kind of assembled pile foundation wharfs component, including prefabricated pile cover node, precast beam and prefabricated panel, the prefabricated pile
It is provided with notch at the top structural edge of cap node, and is prefabricated with several reinforcing bars in the notch；The upper layer of the precast beam
Surface and the prefabricated several reinforcing bars of underlying surfaces；The prefabricated several reinforcing bars of the surrounded surface of the prefabricated panel；Wherein, described
Prefabricated pile cover node is connect with the underlying surfaces of the precast beam, and the upper surface of the prefabricated panel and the precast beam connects
It connects.
As a further improvement, the prefabricated pile cover node includes intermediate node, mid-side node and corner node, wherein
Four, three and two notches are had at the top structural edge of the intermediate node, mid-side node and corner node.
As a further improvement, the precast beam includes prefabricated crossbeam and prefabricated stringer.
As a further improvement, the section of the precast beam is convex shape.
As a further improvement, the prefabricated panel is square plate structure.
As a further improvement, the reinforcing bar between the prefabricated pile cover node and the underlying surfaces of the precast beam interlocks
Overlap joint, the reinforcing bar between the prefabricated panel and the upper surface of the precast beam staggeredly overlap.
As a further improvement, the reinforcing bar gap between the prefabricated pile cover node and the underlying surfaces of the precast beam
Middle filling UHPC fills UHPC in the reinforcing bar gap between the prefabricated panel and the upper surface of the precast beam.
A kind of connection method of assembled pile foundation wharfs component connects prefabricated pile cover node with precast beam, will be described pre-
Reinforcing bar in the reinforcing bar notch of pile cover node processed and the precast beam underlying surfaces staggeredly overlaps；By prefabricated panel and precast beam into
Row connection, the surrounding of the prefabricated panel is overlapped in the frame structure formed by the precast beam, and the prefabricated panel
The reinforcing bar of surrounding and the reinforcing bar of the precast beam upper surface are staggeredly overlapped.As a further improvement, the prefabricated pile
The gap filling UHPC that reinforcing bar in the reinforcing bar notch of cap node and precast beam underlying surfaces is formed when staggeredly overlapping.
As a further improvement, the reinforcing bar of the prefabricated panel surrounding and the reinforcing bar of the precast beam upper surface interlock
The gap filling UHPC formed when overlap joint.
Compared with prior art, the application has the following technical effect that
The application uses assembled in situ, simple compared to cast-in-situ construction method operation, can save a large amount of mould materials, and
The UHPC strength of materials is larger, collocation reinforcing bar using when connection effect be sufficient for harbour use demand.
Detailed description of the invention
By reading a detailed description of non-restrictive embodiments in the light of the attached drawings below, the application's is other
Feature, objects and advantages will become more apparent upon:
Fig. 1: the structure chart one of prefabricated pile cover node in the application；
Fig. 2: the structure chart two of prefabricated pile cover node in the application；
Fig. 3: the structure chart three of prefabricated pile cover node in the application；
Fig. 4: the structural schematic diagram of precast beam in the application；
Fig. 5: the structural schematic diagram of prefabricated panel in the application；
Fig. 6: the connection schematic diagram of prefabricated pile cover node and precast beam in the application；
Fig. 7: the connection schematic diagram of prefabricated panel and prefabricated crossbeam in the application；
Fig. 8: the connection schematic diagram of prefabricated panel and prefabricated stringer in the application.
Specific embodiment
It is described further below with reference to technical effect of the attached drawing to the design of the application, specific structure and generation, with
It is fully understood from the purpose, feature and effect of the application.
As shown in Figures 1 to 8, the present embodiment assembled pile foundation wharfs component, including prefabricated pile cover node 10, precast beam 20
And prefabricated panel 30, notch 11 is provided at the top structural edge of the prefabricated pile cover node 10, and pre- in the notch 11
It is formed with several reinforcing bar M；The prefabricated several reinforcing bar M of the upper surface 21 and underlying surfaces 22 of the precast beam 20；It is described pre-
The prefabricated several reinforcing bar M of the surrounded surface of panel 30 processed；Wherein, the lower layer of the prefabricated pile cover node 10 and the precast beam 20
Surface 22 connects, and the prefabricated panel 30 is connect with the upper surface 21 of the precast beam 20.
The prefabricated pile cover node 10 includes intermediate node (see Fig. 1), mid-side node (see Fig. 2) and corner node (see Fig. 3),
Wherein, four, three and two slots are had at the top structural edge of the intermediate node, mid-side node and corner node
Mouth 11.In assembling process, it can be needed to make intermediate node, mid-side node and corner node progress selection and combination according to scene
With.
In the present embodiment, the precast beam 20 includes prefabricated crossbeam 201 and prefabricated stringer 202.Wherein, described prefabricated
Crossbeam 201 and prefabricated stringer 202, which can cooperate, is built into pre-fabricated one.
Further, as shown in figure 4, the section of the precast beam 20 in the present embodiment is convex shape.Wherein, this is convex
The upper surface 21 of shape structure is for connecting prefabricated panel 30, and underlying surfaces 22 are for connecting prefabricated pile cover node 10, and this is convex
Shape structure is higher in assembled stability, reliability.
Preferably, as shown in figure 5, the prefabricated panel 30 is square plate structure.Wherein, the four of the square plate structure
Perimeter surface is prefabricated with several reinforcing bar M.
To further increase the connective stability between assembled pile foundation wharfs component, the prefabricated pile cover node 10 and institute
The reinforcing bar M stated between the underlying surfaces 22 of precast beam 20 is staggeredly overlapped, the upper layer of the prefabricated panel 30 and the precast beam 20
Reinforcing bar M between surface 21 is staggeredly overlapped.
As a further improvement, between the prefabricated pile cover node 10 and the underlying surfaces 22 of the precast beam 20
Strong concrete material N (UHPC) is filled in the gap reinforcing bar M, the upper layer table of the prefabricated panel 30 and the precast beam 20
Strong concrete material N (UHPC) is filled in the gap reinforcing bar M between face 21.Wherein, the UHPC strength of materials is larger,
The connection effect of collocation reinforcing bar M is sufficient for harbour use demand.
A kind of connection method of assembled pile foundation wharfs component, specifically comprises the following steps:
Prefabricated pile cover node 10 and precast beam 20 are connected, by the prefabricated pile cover node 10 and 20 lower layer of precast beam
Reinforcing bar M in the notch 11 on surface 22 is staggeredly overlapped, and overlaps effect as described in Fig. 6, and connection can be improved in the staggeredly overlap joint of reinforcing bar M
Stability；
Prefabricated panel 30 and precast beam 20 are attached, the surrounding of the prefabricated panel 30 is overlapped on by described prefabricated
In the frame structure that beam 20 is formed, and the steel of the reinforcing bar M of 30 surrounding of the prefabricated panel and 20 upper surface 21 of precast beam
Muscle M is staggeredly overlapped, and connective stability can be improved in the staggeredly overlap joint of reinforcing bar M.Wherein, prefabricated panel 30 and prefabricated crossbeam 201,
Prefabricated panel 30 and the overlap joint effect of prefabricated stringer 202 are respectively as shown in Fig. 7 and Fig. 8.
Above-mentioned two step can not limit tandem, can carry out selection assemble sequence according to basis is actually built, assembly
Sequence does not cause to limit to the application.The reinforcing bar M notch 11 of the prefabricated pile cover node 10 and 20 underlying surfaces 22 of precast beam
Gap filling strong concrete material N (UHPC) that interior reinforcing bar M is formed when staggeredly overlapping.30 surrounding of prefabricated panel
The gap filling strong concrete material N that reinforcing bar M and the reinforcing bar M of 20 upper surface 21 of precast beam are formed when staggeredly overlapping
(UHPC).The UHPC strength of materials is larger, and the connection effect of collocation reinforcing bar M is sufficient for harbour use demand.
The application uses assembled in situ, simple compared to cast-in-situ construction method operation, can save a large amount of mould materials, and
The UHPC strength of materials is larger, collocation reinforcing bar using when the effect that connects be sufficient for harbour use demand.
Above embodiments are only to illustrate the technical solution of the application and non-limiting, referring to preferred embodiment to the application into
Detailed description is gone.Those skilled in the art should understand that the technical solution of the application can be modified or be waited
With replacement, without departing from the spirit and scope of technical scheme, should all cover within the scope of claims hereof.
Claims (7)
1. a kind of assembled pile foundation wharfs component, which is characterized in that including prefabricated pile cover node, precast beam and prefabricated panel,
It is provided with notch at the top structural edge of the prefabricated pile cover node, and is prefabricated with several reinforcing bars in the notch；Institute
State the upper surface and the prefabricated several reinforcing bars of underlying surfaces of precast beam；The surrounded surface of the prefabricated panel prefabricated several
Reinforcing bar；
Wherein, the prefabricated pile cover node is connect with the underlying surfaces of the precast beam, the prefabricated panel and the precast beam
Upper surface connection.
2. a kind of assembled pile foundation wharfs component according to claim 1, which is characterized in that the prefabricated pile cover node packet
Include intermediate node, mid-side node and corner node, wherein the top structural edge of the intermediate node, mid-side node and corner node
Place has four, three and two notches.
3. a kind of assembled pile foundation wharfs component according to claim 1, which is characterized in that the precast beam includes prefabricated
Crossbeam and prefabricated stringer.
4. a kind of assembled pile foundation wharfs component according to claim 1 or 3, which is characterized in that the precast beam cuts open
Face is convex shape.
5. a kind of assembled pile foundation wharfs component according to claim 1, which is characterized in that the prefabricated panel is rectangular
Hardened structure.
6. a kind of assembled pile foundation wharfs component described according to claim 1 or 2 or 3 or 5, which is characterized in that described prefabricated
Reinforcing bar between pile cover node and the underlying surfaces of the precast beam staggeredly overlaps, and the prefabricated panel is upper with the precast beam
Reinforcing bar between layer surface staggeredly overlaps.
7. a kind of assembled pile foundation wharfs component according to claim 6, which is characterized in that the prefabricated pile cover node with
UHPC, the upper layer table of the prefabricated panel and the precast beam are filled in reinforcing bar gap between the underlying surfaces of the precast beam
UHPC is filled in reinforcing bar gap between face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821766245.5U CN209178916U (en) | 2018-10-29 | 2018-10-29 | A kind of assembled pile foundation wharfs component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821766245.5U CN209178916U (en) | 2018-10-29 | 2018-10-29 | A kind of assembled pile foundation wharfs component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209178916U true CN209178916U (en) | 2019-07-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821766245.5U Expired - Fee Related CN209178916U (en) | 2018-10-29 | 2018-10-29 | A kind of assembled pile foundation wharfs component |
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| Country | Link |
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| CN (1) | CN209178916U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267537A (en) * | 2018-10-29 | 2019-01-25 | 中交上海港湾工程设计研究院有限公司 | A kind of assembled pile foundation wharfs component and connection method |
| CN111778921A (en) * | 2020-07-30 | 2020-10-16 | 中交第三航务工程局有限公司江苏分公司 | Plate-girder assembled high-pile wharf structure |
| CN115478555A (en) * | 2022-09-02 | 2022-12-16 | 中国港湾工程有限责任公司 | Pile foundation wharf structure |
-
2018
- 2018-10-29 CN CN201821766245.5U patent/CN209178916U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109267537A (en) * | 2018-10-29 | 2019-01-25 | 中交上海港湾工程设计研究院有限公司 | A kind of assembled pile foundation wharfs component and connection method |
| CN111778921A (en) * | 2020-07-30 | 2020-10-16 | 中交第三航务工程局有限公司江苏分公司 | Plate-girder assembled high-pile wharf structure |
| CN115478555A (en) * | 2022-09-02 | 2022-12-16 | 中国港湾工程有限责任公司 | Pile foundation wharf structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190730 |