CN207469069U - A kind of municipal administration bridge pier and the pre-buried contact of beam body - Google Patents
A kind of municipal administration bridge pier and the pre-buried contact of beam body Download PDFInfo
- Publication number
- CN207469069U CN207469069U CN201721600108.XU CN201721600108U CN207469069U CN 207469069 U CN207469069 U CN 207469069U CN 201721600108 U CN201721600108 U CN 201721600108U CN 207469069 U CN207469069 U CN 207469069U
- Authority
- CN
- China
- Prior art keywords
- built
- rubber block
- curing
- beam body
- base
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 239000003814 drug Substances 0.000 claims abstract description 34
- 239000007788 liquid Substances 0.000 claims abstract description 32
- 239000002775 capsule Substances 0.000 claims abstract description 25
- 238000007493 shaping process Methods 0.000 claims abstract description 17
- 230000000149 penetrating effect Effects 0.000 claims abstract description 3
- 238000007569 slipcasting Methods 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 229920001875 Ebonite Polymers 0.000 claims 1
- 239000004836 Glue Stick Substances 0.000 claims 1
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229920000297 Rayon Polymers 0.000 description 1
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model is related to a kind of municipal bridge piers and the pre-buried contact of beam body.The built-in base bottom lateral direction penetrating is built-in with lateral steel band, longitudinally through to be built-in with longitudinal steel band；The built-in base medial surface is equipped with curing chamber, and curing liquid medicine capsule a, curing liquid medicine capsule b are respectively arranged on the left side and the right side in curing intracavitary；The curing intracavitary center is provided with extravasating hole, and the extravasating hole leads directly to the bottom outer wall of built-in base；The curing intracavitary is equipped with rubber block group；The utility model is provided with extravasating hole using the curing intracavitary center, and extravasating hole leads directly to the bottom outer wall of built-in base；Curing intracavitary is equipped with rubber block group；Steel shaping hood is covered on built-in base, steel shaping hood two bottom sides are equipped with limited block, and limited block encircles the technical solution of the both sides arcwall face of rubber block group, realize bridge pier and the pre-buried contact of beam body with multiple functions.
Description
Technical field
The utility model is related to a kind of municipal bridge piers and the pre-buried contact of beam body.
Background technology
Built-in fitting in bridge has reinforcing bar or cast iron, it is also possible to the non-metallic rigid materials such as wood, plastics.Built-in fitting is said
Be connector of the pre-plugged in concrete component before casting concrete.It is good that bridge is also classified into railway, highway, municipal administration etc.
Multiple types.Want summation function also different according to the difference of type, the arrangement of built-in fitting naturally also will not be identical.But no matter
Be which type of bridge in design drawing and corresponding code requirement, can all be related to the arrangement of built-in fitting.Built-in fitting is (prefabricated to bury
Part) be exactly the component for installing (bury) in advance in concealed work it is exactly the component and fitting disposed when structure pours, for building by laying bricks or stones
Overlap joint during superstructure.So that the installation of field engineering Equipment Foundations is fixed.Built-in fitting is manufactured mostly by metal.It is general next
It says and is required to built-in fitting between bridge pier and beam body setting up, for damping and adjust the flatness of bridge, but it is current pre-
Embedded part is too simple, the inconvenience compared in use.
Invention content
The purpose of this utility model is to provide a kind of municipal bridge pier and the pre-buried contact of beam body.
The utility model solves the technical issues of its is above-mentioned and uses following technical solution：A kind of municipal administration bridge pier and beam body
Pre-buried contact, is mainly configured with：Steel shaping hood, limited block, built-in base, lateral steel band, longitudinal steel band, extravasating hole, rubber
Blob of viscose group, upper rubber block, lower rubber block, vulcanie stick, slip casting notch, curing chamber, curing liquid medicine capsule a, curing liquid medicine capsule b,
The built-in base bottom lateral direction penetrating is built-in with lateral steel band, longitudinally through to be built-in with longitudinal steel band；In the built-in base
Side is equipped with curing chamber, and curing liquid medicine capsule a, curing liquid medicine capsule b are respectively arranged on the left side and the right side in curing intracavitary；
The curing intracavitary center is provided with extravasating hole, and the extravasating hole leads directly to the bottom outer wall of built-in base；Institute
The curing intracavitary stated is equipped with rubber block group；
The rubber block group is formed：Center between upper rubber block and lower rubber block is by vulcanie stick institute drawknot
It is fixed, and it is provided with slip casting notch in upper rubber block, lower rubber block homonymy；
Steel shaping hood is covered on the built-in base, steel shaping hood two bottom sides are equipped with limited block, the limit
Position block encircles the both sides arcwall face of rubber block group.
Further, the gap of certain distance is equipped between the limited block and rubber block group, and clearance distance is
Between 0.7-1.5 centimetres.
Further, it is provided with bolt hole at the built-in base corner location.
Further, the lower rubber block bottom surface is matte.
Further, between the height of the vulcanie stick is 1.8-2.2 centimetres.
Further, the lateral steel band, longitudinal steel band extend 5-11 centimetres of built-in base.
Further, the curing liquid medicine capsule a, curing liquid medicine capsule b are mounted with the liquid medicine of different component, and the two respectively
It can be cured after liquid medicine mixing.
Further, the lateral steel band, longitudinal steel band extended segment original state be coiled state.
The beneficial effects of the utility model：Extravasating hole is provided with using the curing intracavitary center, extravasating hole is led directly to
The bottom outer wall of built-in base；Curing intracavitary is equipped with rubber block group；Steel shaping hood, steel shaping hood bottom two are covered on built-in base
Side is equipped with limited block, and limited block is encircled the technical solution of the both sides arcwall face of rubber block group, realized with multiple functions
Bridge pier and the pre-buried contact of beam body.
Description of the drawings
Fig. 1 is a kind of municipal bridge pier of the utility model and the pre-buried contact overall structure figure of beam body.
Fig. 2 is a kind of municipal bridge pier of the utility model and the pre-buried contact entirety backside structure figure of beam body.
Fig. 3 is a kind of municipal bridge pier of the utility model and the steel shaping hood of the pre-buried contact of beam body and rubber block group fitting
Structure chart.
Fig. 4 is the front view of a kind of municipal bridge pier of the utility model and the pre-buried contact of beam body.
Fig. 5 is the rubber block group structure chart of a kind of municipal bridge pier of the utility model and the pre-buried contact of beam body.
Fig. 6 is the structure of a kind of municipal bridge pier of the utility model and the built-in base merging curing chamber of the pre-buried contact of beam body
Figure.
Fig. 7 is the built-in base structure chart of a kind of municipal bridge pier of the utility model and the pre-buried contact of beam body.
1- steels shaping hood in figure, 11- limited blocks, 2- built-in bases, 21- transverse direction steel bands, 22- longitudinal directions steel band, 23- overflow slurry
Hole, 3- rubber block groups, the upper rubber blocks of 31-, rubber block under 32-, 33- vulcanie sticks, 34- slip casting notches, 4- curing chambers, 41-
Cure liquid medicine capsule a, 42- curing liquid medicine capsule b.
Specific embodiment
1-7 makes a detailed explanation specific embodiment of the present utility model below in conjunction with the accompanying drawings.
Embodiment：A kind of municipal administration bridge pier and the pre-buried contact of beam body, are mainly configured with：Steel shaping hood 1, limited block
11st, built-in base 2, lateral steel band 21, longitudinal steel band 22, extravasating hole 23, rubber block group 3, upper rubber block 31, lower rubber block 32, hard
Matter rubber bar 33, slip casting notch 34, curing chamber 4, curing liquid medicine capsule a41, curing liquid medicine capsule b42,2 bottom transverse of built-in base
Lateral steel band 21 is built-in with to perforation, it is longitudinally through to be built-in with longitudinal steel band 22；2 medial surface of built-in base is equipped with curing chamber
4, curing liquid medicine capsule a41, curing liquid medicine capsule b42 are respectively arranged on the left side and the right side in curing chamber 4；
Center is provided with extravasating hole 23 in the curing chamber 4, and the extravasating hole 23 is led directly to outside the bottom of built-in base 2
Wall；The curing chamber 4 is built-in with rubber block group 3；
The rubber block group 3 is formed：Center between upper rubber block 31 and lower rubber block 32 is by vulcanie stick
33 drawknots are fixed, and are provided with slip casting notch 34 in upper rubber block 31,32 homonymy of lower rubber block；
Steel shaping hood 1 is covered on the built-in base 2,1 two bottom sides of steel shaping hood are equipped with limited block 11, described
Limited block 11 encircle the both sides arcwall face of rubber block group 3.
The gap of certain distance is equipped between the limited block 11 and rubber block group 3, and clearance distance is 0.7-1.5 lis
Between rice.
Bolt hole is provided at 2 corner location of built-in base.
32 bottom surface of lower rubber block is matte.
Between the height of the vulcanie stick 33 is 1.8-2.2 centimetres.
The lateral steel band 21, longitudinal steel band 22 extend 5-11 centimetres of built-in base 2.
Curing liquid medicine capsule a41, the curing liquid medicine capsule b42 is mounted with the liquid medicine of different component, and the two liquid medicine respectively
It can be cured after mixing.
The lateral steel band 21, longitudinal steel band 22 extended segment original state be coiled state.
The utility model core is：Curing liquid medicine capsule a41, the curing liquid medicine capsule b42 that curing chamber 4 is built-in with, due under
32 bottom surface of rubber block is matte, therefore when curing liquid medicine capsule a41, curing liquid medicine capsule b42 are pressed, the medicine of two kinds of different components
Water can just mix, and the liquid medicine of mixing generates coagulation force, after entire beam and bridge pier assemble, entire contact can be caused to determine
Type.
In the design, this pre-buried contact is to provide the cushion block of bridge and bridge pier, to reach power transmission between the two
Balance, so as to improve the passing antidetonation compressive property of whole vehicle.
In the configuration aspects of realization, bridge pier is embedded by the lateral steel band 21 of 2 bottom of built-in base, longitudinal steel band 22 first
In the concrete at top so that entire built-in base 2 is fixed on pier coping portion.Then entire rubber block group 3 is placed in
Cure in chamber 4, then put on steel shaping hood 1, after completing above-mentioned steps, wait for shelving for bridge.
When bridge is held on bridge pier, since rubber block group 3 is pressurized, entire rubber block group 3 at this time can be compressed,
Lateral diameter becomes larger, but due to the effect of encircling of steel shaping hood 1, trans D becomes conference and stitches therebetween
Gap terminates after being inflated extruding.Therefore in the design, the gap of certain distance is equipped between limited block 11 and rubber block group 3,
The size in gap directly determines the value that rubber block group 3 is compressed.
The advantages of basic principle, main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Only illustrate the principle of the utility model, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (8)
1. a kind of municipal administration bridge pier and the pre-buried contact of beam body, are mainly configured with：Steel shaping hood（1）, limited block（11）, it is pre-buried
Seat（2）, lateral steel band（21）, longitudinal steel band（22）, extravasating hole（23）, rubber block group（3）, upper rubber block（31）, lower rubber block
（32）, vulcanie stick（33）, slip casting notch（34）, curing chamber（4）, curing liquid medicine capsule a（41）, curing liquid medicine capsule b（42）,
It is characterized in that：Built-in base（2）Bottom lateral direction penetrating is built-in with lateral steel band（21）, it is longitudinally through to be built-in with longitudinal steel band（22）；
The built-in base（2）Medial surface is equipped with curing chamber（4）, in curing chamber（4）Inside it is respectively arranged on the left side and the right side curing liquid medicine capsule a
（41）, curing liquid medicine capsule b（42）；
The curing chamber（4）Interior center is provided with extravasating hole（23）, the extravasating hole（23）Straight-through built-in base（2）Bottom
Portion's outer wall；The curing chamber（4）It is built-in with rubber block group（3）；
The rubber block group（3）It forms：Upper rubber block（31）With lower rubber block（32）Between center by vulcanie
Stick（33）Institute's drawknot is fixed, and in upper rubber block（31）, lower rubber block（32）Homonymy is provided with slip casting notch（34）；
The built-in base（2）On be covered with steel shaping hood（1）, steel shaping hood（1）Two bottom sides are equipped with limited block（11）,
The limited block（11）Encircle rubber block group（3）Both sides arcwall face.
2. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the limited block
（11）With rubber block group（3）Between be equipped with the gap of certain distance, and clearance distance is between 0.7-1.5 centimetre.
3. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the built-in base
（2）Bolt hole is provided at corner location.
4. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the lower rubber
Block（32）Bottom surface is matte.
5. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the hard rubber
Glue stick（33）Height between 1.8-2.2 centimetres.
6. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the lateral steel
Band（21）, longitudinal steel band（22）Extend built-in base（2）5-11 centimetres.
7. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the curing medicine
Water pocket a（41）, curing liquid medicine capsule b（42）It is mounted with the liquid medicine of different component respectively, and can be cured after the mixing of the two liquid medicine.
8. a kind of municipal bridge pier according to claim 1 and the pre-buried contact of beam body, it is characterised in that the lateral steel
Band（21）, longitudinal steel band（22）Extended segment original state be coiled state.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721600108.XU CN207469069U (en) | 2017-11-25 | 2017-11-25 | A kind of municipal administration bridge pier and the pre-buried contact of beam body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721600108.XU CN207469069U (en) | 2017-11-25 | 2017-11-25 | A kind of municipal administration bridge pier and the pre-buried contact of beam body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207469069U true CN207469069U (en) | 2018-06-08 |
Family
ID=62258653
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721600108.XU Expired - Fee Related CN207469069U (en) | 2017-11-25 | 2017-11-25 | A kind of municipal administration bridge pier and the pre-buried contact of beam body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207469069U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881901A (en) * | 2017-11-25 | 2018-04-06 | 许舰 | A kind of municipal bridge pier and the pre-buried contact of beam body |
-
2017
- 2017-11-25 CN CN201721600108.XU patent/CN207469069U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107881901A (en) * | 2017-11-25 | 2018-04-06 | 许舰 | A kind of municipal bridge pier and the pre-buried contact of beam body |
| CN107881901B (en) * | 2017-11-25 | 2021-04-23 | 绍兴市麦芒智能科技有限公司 | Pre-buried contact of municipal administration pier and roof beam body |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208105050U (en) | A kind of wet seam construction formwork of bridge | |
| CN104453015A (en) | Reinforcing bar splicing connection component comprising thin-wall sleeves constrained by spiral bars | |
| CN104113033B (en) | Assembling type reinforced concrete cable trench | |
| CN107178163A (en) | A kind of fabricated shear wall energy-dissipating and shock-absorbing level connection joint device and its construction method | |
| CN102587265B (en) | Auxiliary component and concrete slab for roadbed construction and method for roadbed construction | |
| CN104499498B (en) | A kind of construction method of mass concrete building | |
| CN207469069U (en) | A kind of municipal administration bridge pier and the pre-buried contact of beam body | |
| CN207091835U (en) | A kind of cast-in-place sleeper plate-type ballastless track | |
| CN103993750A (en) | Reinforcement method of hollow component for engineering | |
| CN209775994U (en) | High strength sculpture structure | |
| CN103061216B (en) | Monolithic rail bed and turnout lifting support arrangement structure of subway short sleeper | |
| CN205839569U (en) | Precast body wet seam attachment structure | |
| CN206289530U (en) | One kind subtracts shock insulation rubber bearing | |
| CN204803750U (en) | Waterproof type bridge expansion joint | |
| CN202359511U (en) | Subway tunnel ditch and track bed one-time pouring formwork structure | |
| CN207812266U (en) | A kind of packaged type bridges Shock resistant anchor bolt device | |
| CN207180365U (en) | The prefabricated refractory liner of high-temperature service top structure | |
| AU2005321663A1 (en) | Concrete sleeper and method for the production thereof | |
| CN203361404U (en) | Wall body structure inclined vertically | |
| CN107881901A (en) | A kind of municipal bridge pier and the pre-buried contact of beam body | |
| CN215104595U (en) | Road bridge transition device | |
| CN206553831U (en) | A kind of prefabricated floating plate with vibration-damping function | |
| CN207348875U (en) | A kind of practicality tunnel lining trolley vibrating system | |
| CN210194695U (en) | Double-wall waterproof structure is pour successively to underground building | |
| JP5976391B2 (en) | Flat block and block with additional function including it |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180829 Address after: 200120 Shanghai Maritime Univeristy, 1550 Harbour Road, Pudong New Area, Shanghai Patentee after: Shanghai Maritime University Address before: 200120 Shanghai Maritime Univeristy, 1550 Harbour Road, Pudong New Area, Shanghai Patentee before: Xu Jian |
|
| 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: 20180608 Termination date: 20181125 |