CN205776163U - A kind of pile cover structure for pile one bridge structure construction - Google Patents
A kind of pile cover structure for pile one bridge structure construction Download PDFInfo
- Publication number
- CN205776163U CN205776163U CN201620632935.6U CN201620632935U CN205776163U CN 205776163 U CN205776163 U CN 205776163U CN 201620632935 U CN201620632935 U CN 201620632935U CN 205776163 U CN205776163 U CN 205776163U
- Authority
- CN
- China
- Prior art keywords
- pile cover
- pile
- cover structure
- cap body
- halves
- 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
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- Bridges Or Land Bridges (AREA)
Abstract
nullThe utility model discloses a kind of pile cover structure for pile one bridge structure construction，It includes the pile cover structure being arranged in pile structure，Pile cover structure includes the half pile cover structure that two semi-involutions are installed，Every half half pile cover structure all includes one and half tubular pile cover cap body，It is respectively welded horizontally disposed top board at the top of each pile cover cap body，Two pieces of top boards in two pile cover cap body are involutory to be installed together，Each pile cover cap body inwall posts a plurality of vibration isolation rubber bar，At least two fastening otic placode it is respectively welded in the involutory installation place of two halves half pile cover structure，By being fixedly linked through the securing member of the connecting hole on fastening otic placode so that two halves half pile cover structure fits tightly the termination being arranged on pile structure by extruding vibration isolation rubber bar between two halves half pile cover structure，In the middle of the outer wall of two halves half pile cover structure the most between the upper and lower every be provided with upper and lower two install otic placodes.This structure effectively can carry out the protection of physical impact to pile integrative-structure.
Description
Technical field
This utility model relates to field of bridge construction, relate in particular to a kind of for pile one bridge structure construction
Pile cover structure.
Background technology
Pile one bridge structure is a kind of novel bridge substructure configuration.This structure has quick construction, batch production
The feature such as manufacture, effect on environment is little, be to realize bridge construction industrialized important component part future.But because of in pile one
The bending resistance shear resistance of the pilework in structure is weak, therefore it should not be applied excessive horizontal lotus before bridge builds up completely
Carry, in case pile structure is destroyed.Therefore, at present in pile one bridge structure construction, construction machinery is arranged under bridge
On temporary pavement or trestle, superstructure is installed.
But in the construction operation environment that some special construction environment (such as marshland etc.) or environmental requirement are high, it is impossible to fill out and make
Road surface or set up trestle, can only lay construction equipment in existing pile structure.Not yet there is the constructing structure of satisfied needs at present.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, it is provided that a kind of highly versatile, to pile structure shadow
Ring little, on surrounding ground environment without a kind of pile cover structure for pile one bridge structure construction affected.
For reaching above-mentioned purpose, this utility model employing following technical proposals:
A kind of pile cover structure for pile one bridge structure construction of the present utility model, it includes being arranged on pile knot
Pile cover structure on structure, described pile cover structure includes that the half pile cover structure that two semi-involutions are installed, every half half pile cover structure are all wrapped
Include one and half tubular pile cover cap body, be respectively welded horizontally disposed top board at the top of each pile cover cap body, two
Two pieces of top boards in pile cover cap body are involutory to be installed together, and posts a plurality of vibration isolation rubber bar on each pile cover cap body inwall,
It is respectively welded at least two fastening otic placode in the involutory installation place of two halves half pile cover structure, passes through between two halves half pile cover structure
Securing member through the connecting hole on fastening otic placode is fixedly linked so that two halves half pile cover structure is tight by extruding vibration isolation rubber bar
The close termination being jointly mounted to pile structure, in the middle of the outer wall of two halves half pile cover structure the most between the upper and lower every be provided with up and down
Two otic placode is installed.
The beneficial effects of the utility model are:
(1) this structure effectively can carry out the protection of physical impact to pile integrative-structure, reduces structure at work progress
In destruction probability；
(2) this structure uses vibration isolation rubber bar and rubber sheet gasket to protect pile structure, little to structure influence, it is possible to
Play the effect of protection existing structure；
(3) this structure can realize quickly removing and installing, it is adaptable to streamline constructing operation；
(4) use two halves can half pile cover structure of involutory installation to be easy to structure assembled, installations can be greatly improved, dismounting is imitated
Rate；
The top board of (5) half pile cover structures can increase the bearing capacity of pile cover structure, and pile structure plays well guarantor
Protect effect；
(6) utilizing the fastening otic placode structure in half pile cover structure, the mounting means using bolt to tighten can facilitate pile cover to pacify
Dress, improves and installs speed；
The rib structure of (7) half pile cover structures can effectively promote the bonding strength between top board and pile cover cap body, promotes stake
The safety of cap.
Accompanying drawing explanation
Fig. 1 be of the present utility model a kind of for pile one bridge structure construction pile cover structure install and use signal
Figure；
Fig. 2 is a kind of installation in single spanning of the pile cover structure of pile one bridge structure construction of the present utility model
Use schematic diagram；
Fig. 3 is the direction across bridge schematic diagram of the structure shown in Fig. 1；
Fig. 4 is that the suitable bridge of the structure shown in Fig. 1 is to schematic diagram；
Fig. 5 is the pile cover structural representation in the structure shown in the Fig. 1 after spelling；
Fig. 6 is the sectional view of the pile cover structure for pile one bridge structure construction of the present utility model；
Fig. 7 is the top view of the pile cover structure for pile one bridge structure construction of the present utility model；
Fig. 8 is the pile cover structure for pile one bridge structure construction of the present utility model in the structure shown in Fig. 1
Upward view with stanchion attachment structure；
Fig. 9 is the explosive view of the structure shown in Fig. 8；
Figure 10 is the connecting hole structure chart on the main longitudinal grider up and down in the structure shown in Fig. 1；
Figure 11 is the steel main platform body truss structure figure in the structure shown in Fig. 1.
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.
A kind of pile cover structure for pile one bridge structure construction of the present utility model as shown in drawings, it includes
Pile cover structure A being arranged in pile structure, described pile cover structure A include two halves can half pile cover structure C of involutory installation, can
Realize interim fast packing technique requirement.Every half half pile cover structure C all includes one and half tubular pile cover cap body 8, in each pile cover cap body 8
Top be respectively welded horizontally disposed top board 13, two pieces of top boards in two pile cover cap body 8 are involutory is arranged on one
Rise, each pile cover cap body 8 inwall posts a plurality of vibration isolation rubber bar 11, in the involutory installation punishment of two halves half pile cover structure
It is not welded with at least two fastening otic placode 9, by through connecting hole tight on fastening otic placode 9 between two halves half pile cover structure C
Firmware is fixedly linked so that two halves half pile cover structure fits tightly the termination being arranged on pile structure by extruding vibration isolation rubber bar,
Described securing member can use bolt etc..In the middle of the outer wall of two halves half pile cover structure C the most between the upper and lower every be provided with
Lower two otic placode 10 is installed, between half tubular pile cover cap body 8 and top board 13, is preferably welded with multiple playing strengthens top board 13
The floor 14 of the bonding strength effect with half tubular pile cover cap body 8.
The installation of this structure and construction method, comprise the following steps:
(1) carry out the installation of pile cover structure A, concretely comprise the following steps:
First by vibration isolation rubber sheet pad in the termination of pile structure 1, then two halves half pile cover structure C is attached vibration isolation rubber
It is assembled in the termination of pile structure 1 after bar 11, passes the fastening otic placode 9 of the half pile cover structure C that two semi-involutions are installed also with bolt
Tighten, make pile cover structure A and pile structure 1 compact siro spinning technology；
(2) along suitable bridge to connecting a steel main platform body truss B between two the most adjacent campshed cap A, described
The two ends of steel main platform body truss B respectively with otic placode 10 pin joint be installed up and down be connected；Described steel main platform body truss B can wrap
Include along suitable bridge to the many upper and lower main longitudinal griders 5 arranged, arrange along direction across bridge interval between many described upper and lower main longitudinal griders 5,
Described upper and lower main longitudinal grider 5 uses Two bors d's oeuveres I-steel, is welded with cant beam 6, described cant beam between described upper and lower main longitudinal grider 5
6 use I-steel, between many upper main longitudinal griders and between many lower main longitudinal griders respectively by many upper main beams 7, under many
Main beam 7 is weldingly connected, and under many upper main beams 7 and Duo Gen, main beam 7 uses I-steel.Indulge each described upper master
Beam, lower main longitudinal grider 5 have connecting hole 15 with installing otic placode 10 junction, and described upper main longitudinal grider, lower main longitudinal grider 5 are by through even
The bearing pin connecing hole 15 is connected with installing otic placode 10 pin joint.
(3) on the steel main platform body truss B each described, many direction across bridge distribution beam 2 are set up along direction across bridge interval,
Then in many described direction across bridge distribution beam 2 along along bridge to arrange many spaced along bridges to distribution beam 3, finally exist
Described many completely spread many bridge floor distribution beam 4 along bridge in distribution beam 3 along direction across bridge direction, complete steel putting up platform.Described
Direction across bridge distribution beam 2 use Two bors d's oeuveres I-steel.Described suitable bridge uses I-steel to distribution beam 3.Described bridge floor distribution beam 4
Using channel-section steel or I-steel, when bridge floor distribution beam 4 uses channel-section steel, channel-section steel opening part is downward.
(4) on steel platform, bridge structure is carried out and along bridge to the construction of anteposition pile.
Claims (2)
1. the pile cover structure for pile one bridge structure construction, it is characterised in that: it includes being arranged on pile structure
On pile cover structure, described pile cover structure includes that the half pile cover structure that two semi-involutions are installed, every half half pile cover structure all include
One and half tubular pile cover cap body, are respectively welded horizontally disposed top board, two stakes at the top of each pile cover cap body
Two pieces of top boards in cap cap body are involutory to be installed together, and posts a plurality of vibration isolation rubber bar on each pile cover cap body inwall,
The involutory installation place of two halves half pile cover structure is respectively welded at least two fastening otic placode, by wearing between two halves half pile cover structure
The securing member crossing the connecting hole on fastening otic placode is fixedly linked so that two halves half pile cover structure is tight by extruding vibration isolation rubber bar
Be jointly mounted to the termination of pile structure, in the middle of the outer wall of two halves half pile cover structure the most between the upper and lower every be provided with upper and lower two
Individual installation otic placode.
Pile cover structure for pile one bridge structure construction the most according to claim 1, it is characterised in that: described
Half tubular pile cover cap body and top board between be welded with multiple playing and strengthen the bonding strength of top board and half tubular pile cover cap body and make
Floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620632935.6U CN205776163U (en) | 2016-06-21 | 2016-06-21 | A kind of pile cover structure for pile one bridge structure construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620632935.6U CN205776163U (en) | 2016-06-21 | 2016-06-21 | A kind of pile cover structure for pile one bridge structure construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776163U true CN205776163U (en) | 2016-12-07 |
Family
ID=58131255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620632935.6U Expired - Fee Related CN205776163U (en) | 2016-06-21 | 2016-06-21 | A kind of pile cover structure for pile one bridge structure construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205776163U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778660A (en) * | 2019-03-18 | 2019-05-21 | 浙江兴土桥梁专用装备制造有限公司 | The Steel Bridge installed using assembled abutment |
-
2016
- 2016-06-21 CN CN201620632935.6U patent/CN205776163U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778660A (en) * | 2019-03-18 | 2019-05-21 | 浙江兴土桥梁专用装备制造有限公司 | The Steel Bridge installed using assembled abutment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20210621 |