CN204151695U - Be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge - Google Patents
Be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge Download PDFInfo
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- CN204151695U CN204151695U CN201420457850.XU CN201420457850U CN204151695U CN 204151695 U CN204151695 U CN 204151695U CN 201420457850 U CN201420457850 U CN 201420457850U CN 204151695 U CN204151695 U CN 204151695U
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- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000005266 casting Methods 0.000 claims abstract description 31
- 239000000725 suspension Substances 0.000 claims abstract description 7
- 238000004873 anchoring Methods 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model is applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge, belong to bridge construction equipment field, the design comprises running gear, suspension system, anchor system, template system, unit English truss, rhombus main couple, longeron, crossbeam, joist and end basket, form continuous girder bridge No. zero beam section casting platform and continued access beam section casting system respectively, this continuous girder bridge No. zero beam section casting platform, is connected and composed with the base in bridge pier pier face by bearing pin respectively by unit English truss; The rhombus main couple of this continued access beam section casting system passes through pinned connection by two unit English trusses and pull bar, be connected in aggregates with bolt through tranverse connecting rod, full beam section for the continued access beam section be connected with No. zero beam section is built, the unit English truss of the design's No. zero beam section operation platform, forward and backward joist, longeron and its continued access beam section build the English truss by Hanging Basket system, forward and backward joist, longeron are same unit components, can reuse, economize on resources.
Description
Technical field
The utility model is applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge, belongs to bridge construction equipment field, specifically for continuous rigid frame bridge or the continuous beam bridge construction equipment.
Background technology
Along with the development of Chinese bridge cause, Longspan Bridge enters a brand-new developing stage.People require that bridge not only will have larger span capability, and cheap, and how Hanging Basket, as long-span bridge cantilever casting construction equipment, accomplishes construction safety, convenient, fast, economic, are the important corners that the design of modern Hanging Basket is considered.In prior art the continuous beam bridge construction process, when No. zero beam section construction, be adopt support to set up platform construction, all the other follow-up beam sections adopt cradle construction, the parts adopted can not generally combine mutually, and after No. zero beam section construction, support can only scrap process, serious waste of resources.Therefore, exploitation is needed to be common to the Hanging Basket system of full beam section construction.
Utility model content
The purpose of this utility model is to provide a kind of combination Hanging Basket system being applicable to continuous rigid frame bridge or the full beam section construction of continuous girder bridge, realize the mutual general combination of assembly of elements of No. zero beam section and continued access beam section casting system, to improve efficiency of construction and to avoid the wasting of resources.
The utility model object is achieved by the following technical solution:
The utility model is applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge, comprise running gear, suspension system, anchor system, template system, unit English truss, rhombus main couple, longeron, crossbeam, joist and end basket, form continuous girder bridge No. zero beam section casting platform and continued access beam section casting system respectively, described continuous girder bridge No. zero beam section casting platform, be connected with the base in bridge pier four pier faces respectively by bearing pin by unit English truss, joist and longeron is arranged at each unit English truss end face, form No. zero beam section casting platform, implement No. zero beam section to build, described continued access beam section casting system, pinned connection is passed through by two unit English trusses and pull bar, and connect to form one rhombus main couple by tranverse connecting rod and bolt, this rhombus main couple is arranged on the walking track of No. zero beam section or preorder beam section by the sliding ship of walking and walking dolly, rhombus main couple rear end is anchored in No. zero beam section or preorder beam section by back-pressure beam and rear anchoring, rhombus main couple front end cross beam is connected with joist before end basket by front suspension, the rear joist of end basket is connected with No. zero beam section or preorder beam section base plate by rear anchoring, form continued access beam section casting system, complete the follow-up full beam section be connected with No. zero beam section to build.
Described running gear, comprise bracing members, walking track, track anchoring, walking row the boat, walking dolly, hitch structure, walking track by bracing members and track anchoring, be anchored on the beam face of No. zero beam section or preorder beam section.
Basket of the described end is made up of longeron, forward and backward joist.
Described template system is made up of side template, side form truss, internal mold truss, soffit formwork.
Hanging Basket rhombus main couple of the present utility model adopts two unit English trusses to become an entirety by pull bar with pinned connection, convenient installation, dismounting; Form No. zero beam section and build that the unit English truss with operation platform, forward and backward joist, longeron and its continued access beam section build the English truss by Hanging Basket system, forward and backward joist, longeron are same unit components, can reuse, economize on resources.
Accompanying drawing explanation
Fig. 1 the utility model No. zero beam section casting platform elevation
Fig. 2 the utility model No. zero beam section casting platform lateral view
Fig. 3 the utility model No. zero beam section casting platform top view
Fig. 4 the utility model continued access beam section casting system lateral view
Fig. 5 the utility model continued access beam section casting system elevation
Detailed description of the invention
Now further illustrate the utility model with reference to the accompanying drawings how to implement:
The utility model provides the combination Hanging Basket system being applicable to continuous rigid frame bridge or the full beam section construction of continuous girder bridge, comprise running gear, suspension system, anchor system, template system, unit English truss, rhombus main couple, longeron, crossbeam, joist and end basket, form continuous girder bridge No. zero beam section casting platform and continued access beam section casting system respectively, described continuous girder bridge No. zero beam section casting platform 8, be connected with the base 4 in bridge pier four pier faces respectively by bearing pin 5 by unit English truss 1, joist 7 and longeron 6 is arranged at each unit English truss 1 end face, form No. zero beam section casting platform 8, implement No. zero beam section 9 by this No. zero beam section casting platform 8 to build, described continued access beam section casting system, be connected by bearing pin 5 with pull bar 13 by two unit English trusses 1, and connect to form one rhombus main couple 28 by tranverse connecting rod 18 and bolt 19, rhombus main couple 28 is arranged on the walking track 11 of No. zero beam section 9 or preorder beam section by the sliding ship 15 of walking and walking dolly 16, rhombus main couple 28 rear end is anchored in No. zero beam section 9 or preorder beam section by back-pressure beam 23 and rear anchoring 24, rhombus main couple 28 front end cross beam 20 is connected by the front joist 7 of front suspension 26 with end basket system, the rear joist of end basket system is connected with No. zero beam section 9 or preorder beam section base plate by rear anchoring 27, form continued access beam section casting system, by this continuous girder bridge continued access beam section casting system, complete the follow-up full beam section be connected with No. zero beam section to build.
Described running gear comprises bracing members 10, walking track 11, track anchoring 12, walking row the boat 15, walking dolly 16, hitch structure 17, and walking track 11 is anchored at Liang Mianshang by bracing members 10.
Basket system of the described end is made up of longeron 6, forward and backward joist 7.
Described template system is made up of side template 29, side form truss 30, internal mold truss 31, soffit formwork 25.
Claims (4)
1. be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge, comprise running gear, suspension system, anchor system, template system, unit English truss, rhombus main couple, longeron, crossbeam, joist and end basket, it is characterized in that, form continuous girder bridge No. zero beam section casting platform and continued access beam section casting system respectively, described continuous girder bridge No. zero beam section casting platform, be connected with the base in bridge pier four pier faces respectively by bearing pin by unit English truss, joist and longeron is arranged at each unit English truss end face, form No. zero beam section casting platform, implement No. zero beam section to build, described continued access beam section casting system, pinned connection is passed through by two unit English trusses and pull bar, and connect to form one rhombus main couple by tranverse connecting rod and bolt, this rhombus main couple is arranged on the walking track of No. zero beam section or preorder beam section by the sliding ship of walking and walking dolly, rhombus main couple rear end is anchored in No. zero beam section or preorder beam section by back-pressure beam and rear anchoring, rhombus main couple front end cross beam is connected with joist before end basket by front suspension, the rear joist of end basket is connected with No. zero beam section or preorder beam section base plate by rear anchoring, form continued access beam section casting system, complete the follow-up full beam section be connected with No. zero beam section to build.
2. the combination Hanging Basket system being applicable to continuous rigid frame bridge or the full beam section construction of continuous girder bridge according to claim 1, it is characterized in that, running gear, comprise bracing members, walking track, track anchoring, walking row the boat, walking dolly, hitch structure, walking track, by bracing members and track anchoring, is anchored on the beam face of No. zero beam section or preorder beam section.
3. the combination Hanging Basket system being applicable to continuous rigid frame bridge or the full beam section construction of continuous girder bridge according to claim 1, it is characterized in that, end basket is made up of longeron, forward and backward joist.
4. the combination Hanging Basket system being applicable to continuous rigid frame bridge or the full beam section construction of continuous girder bridge according to claim 1, it is characterized in that, template system is made up of side template, side form truss, internal mold truss, soffit formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420457850.XU CN204151695U (en) | 2014-08-13 | 2014-08-13 | Be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420457850.XU CN204151695U (en) | 2014-08-13 | 2014-08-13 | Be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204151695U true CN204151695U (en) | 2015-02-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420457850.XU Expired - Fee Related CN204151695U (en) | 2014-08-13 | 2014-08-13 | Be applicable to the combination Hanging Basket system of continuous rigid frame bridge or the full beam section construction of continuous girder bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204151695U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149566A (en) * | 2016-08-17 | 2016-11-23 | 王文龙 | Rail rope traction supporting opening/closing system |
| CN110820562A (en) * | 2019-09-27 | 2020-02-21 | 中国一冶集团有限公司 | Lifting traction device |
| CN111749134A (en) * | 2020-05-28 | 2020-10-09 | 中建隧道建设有限公司 | Auxiliary support construction device and construction method for beam-arch combined continuous rigid frame bridge |
-
2014
- 2014-08-13 CN CN201420457850.XU patent/CN204151695U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149566A (en) * | 2016-08-17 | 2016-11-23 | 王文龙 | Rail rope traction supporting opening/closing system |
| CN110820562A (en) * | 2019-09-27 | 2020-02-21 | 中国一冶集团有限公司 | Lifting traction device |
| CN111749134A (en) * | 2020-05-28 | 2020-10-09 | 中建隧道建设有限公司 | Auxiliary support construction device and construction method for beam-arch combined continuous rigid frame bridge |
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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 |
Granted publication date: 20150211 |