CN105464403B - A kind of simple connection bridge - Google Patents
A kind of simple connection bridge Download PDFInfo
- Publication number
- CN105464403B CN105464403B CN201510936497.2A CN201510936497A CN105464403B CN 105464403 B CN105464403 B CN 105464403B CN 201510936497 A CN201510936497 A CN 201510936497A CN 105464403 B CN105464403 B CN 105464403B
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- China
- Prior art keywords
- load
- bearing
- pier
- bailey bracket
- bailey
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G27/00—Temporary arrangements for giving access from one level to another for men or vehicles, e.g. steps, ramps
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of simple connection bridge, the present invention includes multiple for providing the load-bearing pier of load bearing support, the Bailey bracket for setting up pontic and the road deck for laying road surface, multiple Bailey brackets connect into pontic by splicing and are erected on load-bearing pier, road deck is laid in Bailey bracket, stitching portion between multiple Bailey brackets is arranged on the top of load-bearing pier, and the top levels of load-bearing pier reduce successively, the straight line and the stitching direction of Bailey bracket that the top center line of multiple adjacent load-bearing piers successively is formed form α angles, 90 ° ~ 32 ° of α angles.The present invention builds simple, only need the column of Architectural Equipment building height as desired, then pontic directly is set up on laying road surface using Bailey bracket, Bailey bracket is removed after completing to build and then is again recovered load-bearing pier to the stem height of drawing demand using default counterbore, so without unnecessary waste, and remove simple.
Description
Technical field
The invention belongs to building materials field, more particularly to a kind of simple connection bridge.
Background technology
Need to build a temporary road when underground garage, the underground installation such as underground supermarket is built and be used for construction equipment
With the transport of construction material, prior art is that a connecting bridge is directly set up by the way of pouring, after construction directly
The connecting bridge is entirely removed, although this mode solves the problems, such as the erection of temporary road, but the construction of early stage and after
The dismounting of phase is all extremely cumbersome, increases construction intensity, has slowed down speed of application.
The content of the invention
For the weak point of existing scheme, the present invention provides a kind of simple connection bridge design, by using building
The building vertical column of facility in itself is used as load-bearing pier, and simple connection bridge is set up using Bailey bracket.
The technical scheme is that a kind of simple connection bridge is provided, including multiple load-bearing for being used to provide load bearing support
Pier, the Bailey bracket for setting up pontic and the road deck for laying road surface, multiple described Bailey brackets are connected by splicing
It is connected into pontic and is erected on described load-bearing pier, described road deck is laid in described Bailey bracket, multiple shellfish thunders
Stitching portion between frame is arranged on the top of the load-bearing pier, and the top levels of described load-bearing pier reduce successively, more
The stitching direction of the straight line that the top center line of the individual adjacent load-bearing pier successively is formed and the Bailey bracket forms α folders
Angle, 90 ° ~ 32 ° of described α angles.
As a preference of the present invention, described load-bearing pier includes Liang Gai and pilum, the Bailey bracket told and the Liang Gai
It is attached by built-in connection.
As a preference of the present invention, a part for described built-in connection is poured in forming preburying part in the beam lid,
The other parts not being cast in the beam lid set to form connecting portion perpendicular to the beam cap surface upwards, described connecting portion
Both sides are provided with the block for reinforcing the connecting portion intensity.
As a preference of the present invention, described load-bearing pier is divided into the ladder pier for big drop section, is arranged on the shellfish
Thunder frame end head carries out the stop pier of barrier effect and the common pier for setting up the Bailey bracket as load-bearing main body.
As a preference of the present invention, the beam of described ladder pier, which covers, is provided with least one ladder end face, ladder
The eminence of end face forms the horizontal horizontal end for setting up the Bailey bracket, and lower forms the drop end for tilting and setting up the Bailey bracket
Portion.
It is provided with as a preference of the present invention, the beam of described stop pier covers for stopping that the Bailey bracket glides
Barrier, the thickness of the barrier is more than 1.2 times of the thickness of the Bailey bracket.
As a preference of the present invention, buffer unit is put in described road deck and the construction of described Bailey bracket.
As a preference of the present invention, the buffer unit is rubber absorbers.
As a preference of the present invention, described road deck is steel plate.
As a preference of the present invention, described beam cover be provided with it is multiple to the pilum bottom extend be used for removing
Install the counterbore that stiffener builds building bearing post by laying bricks or stones after the Bailey bracket additional, the depth of the counterbore is more than the height of the pilum
2/3, and the counterbore according to nine palace fonts or concentric ring type distribution set.
The invention has the advantages that：
The present invention builds simple, it is only necessary to the column of Architectural Equipment is built into height as desired, then directly uses shellfish
Thunder frame sets up pontic and is laying road surface, and Bailey bracket is removed after completing to build and then utilizes default counterbore again by load-bearing
Pier recovers to the stem height of drawing demand, so without unnecessary waste, and remove simple.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the built-in connection structural representation of the present invention；
In figure, 1- load-bearing piers；2- Bailey brackets；3- road decks；4- built-in connections；5- buffer units；6- counterbores；1A- ranks
Terraced pier；1B- stops pier；The common piers of 1C-；1A1- horizontal ends；1A2- drops end；1B1- barriers；101- Liang Gai；102- bases
Post；401- preburying parts；402- connecting portions；403- blocks.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.
As shown in Figure 1 to Figure 2, the embodiment of the present invention includes multiple for providing the load-bearing pier 1 of load bearing support, for setting up
The Bailey bracket 2 of pontic and the road deck 3 for laying road surface, multiple Bailey brackets 2 connect into pontic by splicing and set up
On load-bearing pier 1, road deck 3 is laid in Bailey bracket 2, and the stitching portion between multiple Bailey brackets 2 is arranged on the top of load-bearing pier 1
On, and the top levels of load-bearing pier 1 reduce successively, and the top center lines of multiple adjacent load-bearing piers 1 successively forms straight
Line and the stitching direction of Bailey bracket 2 form α angles, 90 ° ~ 32 ° of α angles.Buffer unit is put in road deck 3 and the construction of Bailey bracket 2
5.Buffer unit 5 is rubber absorbers.Road deck 3 is steel plate.
As shown in Figure 1 to Figure 2, load-bearing of embodiment of the present invention pier 1 includes beam lid 101 and pilum 102, the Bailey bracket told
2 are attached with beam lid 101 by built-in connection 4.A part for built-in connection 4 pours pre-buried in being formed in beam lid 101
Portion 401, the other parts not being cast in beam lid 101 set to form connecting portion 402 perpendicular to the surface of beam lid 101 upwards, connection
The both sides of portion 402 are provided with the block 403 for reinforcing the intensity of connecting portion 402.
As shown in Figure 1 to Figure 2, load-bearing of embodiment of the present invention pier 1 divides for the ladder pier 1A for big drop section, is arranged on
The termination of Bailey bracket 2 carries out the stop pier 1B of the barrier effect and common pier 1C for setting up Bailey bracket 2 as load-bearing main body.Rank
At least one ladder end face is provided with the beam lid 101 of terraced pier, the eminence of ladder end face forms the horizontal level for setting up Bailey bracket 2
End 1A1, lower form the drop end 1A2 for tilting and setting up Bailey bracket 2.Stop and be provided with pier 1B beam lid 101 for hindering
The barrier 1B1 that Bailey bracket 2 glides is kept off, barrier 1B1 thickness is more than 1.2 times of the thickness of Bailey bracket 2.
As shown in Figure 1 to Figure 2, be provided with beam of embodiment of the present invention lid 101 it is multiple to the bottom of pilum 102 extend be used for
Install the counterbore 6 that stiffener builds building bearing post by laying bricks or stones additional after Bailey bracket 2 is removed, the depth of counterbore 6 is more than the height of pilum 102
2/3, and counterbore 6 according to nine palace fonts or concentric ring type distribution set.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the design of the present invention
It is defined with scope.On the premise of design concept of the present invention is not departed from, technical side of the ordinary people in the field to the present invention
The all variations and modifications that case is made, all should drop into protection scope of the present invention, the claimed technology contents of the present invention,
Through all recording in detail in the claims.
Claims (7)
- A kind of 1. simple connection bridge, it is characterised in that：Including multiple load-bearing piers for being used to provide load bearing support（1）, for setting up The Bailey bracket of pontic（2）And for laying the road deck on road surface（3）, multiple described Bailey brackets（2）Connected by splicing Into pontic and it is erected at described load-bearing pier（1）On, described road deck（3）It is laid on described Bailey bracket（2）On, Duo Gesuo State Bailey bracket（2）Between stitching portion be arranged on the load-bearing pier（1）Top on, and described load-bearing pier（1）Top water Plane reduces successively, multiple adjacent load-bearing piers successively（1）Top center the line straight line and the Bailey bracket that are formed （2）Stitching direction form α angles, described α angles are less than 90 ° and not less than 32 °;Described load-bearing pier（1）Including beam Lid（101）And pilum（102）, described Bailey bracket（2）With the Liang Gai（101）Pass through built-in connection（4）It is attached； Described Liang Gai（101）On be provided with it is multiple to the pilum（102）What bottom extended is used to remove the Bailey bracket（2）Afterwards Install the counterbore that stiffener builds building bearing post by laying bricks or stones additional（6）, the counterbore（6）Depth be more than the pilum（102）Height 2/3, and the counterbore（6）Set according to nine palace fonts or concentric ring type distribution；Described road deck（3）With described shellfish thunder Frame（2）Between buffer unit is set（5）.
- A kind of 2. simple connection bridge according to claim 1, it is characterised in that：Described built-in connection（4）One Divide and pour in the Liang Gai（101）Interior formation preburying part（401）, the Liang Gai is not cast in（101）Interior other parts are upward Perpendicular to the Liang Gai（101）Surface sets to form connecting portion（402）, described connecting portion（402）Both sides are provided with for adding Gu the connecting portion（402）The block of intensity（403）.
- A kind of 3. simple connection bridge according to claim 1, it is characterised in that：Described load-bearing pier（1）It is divided into for big The ladder pier of drop section（1A）, be arranged on the Bailey bracket（2）Termination carries out the stop pier of barrier effect（1B）And it is used for The Bailey bracket is set up as load-bearing main body（2）Common pier（1C）.
- A kind of 4. simple connection bridge according to claim 3, it is characterised in that：The Liang Gai of described ladder pier （101）On be provided with least one ladder end face, the eminence of ladder end face, which is formed, horizontal sets up the Bailey bracket（2）Horizontal ends Portion（1A1）, lower, which forms to tilt, sets up the Bailey bracket（2）Drop end（1A2）.
- A kind of 5. simple connection bridge according to claim 3, it is characterised in that：Described stop pier（1B）The Liang Gai （101）On be provided with for stopping the Bailey bracket（2）The barrier of downslide（1B1）, the barrier（1B1）Thickness be more than The Bailey bracket（2）1.2 times of thickness.
- A kind of 6. simple connection bridge according to claim 1, it is characterised in that：The buffer unit（5）For rubber shock-absorbing Device.
- A kind of 7. simple connection bridge according to claim 1, it is characterised in that：Described road deck（3）For steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510936497.2A CN105464403B (en) | 2015-12-16 | 2015-12-16 | A kind of simple connection bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510936497.2A CN105464403B (en) | 2015-12-16 | 2015-12-16 | A kind of simple connection bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105464403A CN105464403A (en) | 2016-04-06 |
| CN105464403B true CN105464403B (en) | 2018-02-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510936497.2A Active CN105464403B (en) | 2015-12-16 | 2015-12-16 | A kind of simple connection bridge |
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| Country | Link |
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| CN (1) | CN105464403B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493349A (en) * | 2011-12-16 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method for prefabricating and erecting box girders by using bailey beam |
| CN202530367U (en) * | 2012-03-14 | 2012-11-14 | 中铁二十二局集团第一工程有限公司 | Deepwater complex geology foundation construction system |
| CN204825915U (en) * | 2015-07-30 | 2015-12-02 | 中国建筑第六工程局有限公司 | A assembled cat ladder for in foundation ditch |
| CN205243069U (en) * | 2015-12-16 | 2016-05-18 | 华煜建设集团有限公司 | Simply connect bridge |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2902609B2 (en) * | 1997-02-03 | 1999-06-07 | 優治 仁村 | Folding walkway for construction site |
-
2015
- 2015-12-16 CN CN201510936497.2A patent/CN105464403B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102493349A (en) * | 2011-12-16 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method for prefabricating and erecting box girders by using bailey beam |
| CN202530367U (en) * | 2012-03-14 | 2012-11-14 | 中铁二十二局集团第一工程有限公司 | Deepwater complex geology foundation construction system |
| CN204825915U (en) * | 2015-07-30 | 2015-12-02 | 中国建筑第六工程局有限公司 | A assembled cat ladder for in foundation ditch |
| CN205243069U (en) * | 2015-12-16 | 2016-05-18 | 华煜建设集团有限公司 | Simply connect bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105464403A (en) | 2016-04-06 |
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