CN206873303U - A pin-connected panel high position falls boom support - Google Patents
A pin-connected panel high position falls boom support Download PDFInfo
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- CN206873303U CN206873303U CN201720667170.4U CN201720667170U CN206873303U CN 206873303 U CN206873303 U CN 206873303U CN 201720667170 U CN201720667170 U CN 201720667170U CN 206873303 U CN206873303 U CN 206873303U
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- support
- falls
- dismountable
- high position
- beam section
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Abstract
The utility model discloses a pin-connected panel high position to fall boom support, belongs to a high position and falls beam technical field.The support includes bracket base, beam section lifting body and dismountable assembling support；Bracket base is used for adjusting bracket overall width, levelness, matching bearing pad stone, and beam section lifting body is to realize that beam section substep falls, and dismountable stacked support is realizing support that beam section substep falls.The purpose of this utility model in provide it is a kind of it is high-order fall beam construction in be not take up bridge location scene, be easy to the constructing device of construction, safety and stability, simple operation, constructed with realizing that a high position for large heavy girder falls beam.The utility model portable construction, it is easily assembled to, dismantles, do not restricted by construction environment；Structure is single, beneficial to recycling, it is not necessary to sets temporary structure in beam body, greatly improves versatility.
Description
Technical field
It the utility model is related to a pin-connected panel high position and fall boom support, belong to a high position and fall beam technical field.
Background technology
Use the pushing tows of uninterrupted traffic and the mounting process of sliding in Urban Bridge and three-dimensional intercommunication at home at present more,
Often because of bridge site situation complexity newly building bridge, assembled bridge carries out the technique of pushing tow on built bridge floor, causes depth of beam
Higher, support is not easy to the difficulty set up.At present a conventional high position fall beam mode have using the gantry type of centre-hole jack fall beam,
Beam is fallen using concrete precast block, steel pipe column falls beam etc..Routine falls beam process there is support occupied ground is larger, cushion block weight
Do not allow the shortcomings of quick detachable again, this utility model pin-connected panel high position fall boom support occupied ground is small, set up with dismantlement work amount it is small,
The advantages that safe.
Utility model content
The purpose of this utility model in provide it is a kind of fall beam construction in a high position in be not take up bridge location scene, be easy to construction,
Safety and stability, the constructing device of simple operation, to realize that a high position for large heavy girder falls beam construction.
To achieve the above object, the technical solution of the utility model is that a pin-connected panel high position falls boom support, and the support includes branch
Frame base, beam section lifting body and dismountable assembling support；Bracket base be used for adjusting bracket overall width, levelness,
With bearing pad stone, beam section lifting body is to realize that beam section substep falls, and dismountable stacked support is realizing beam section point
Walk the support fallen.
Bracket base includes：Bracket base 1, base regulating course 2；
Beam section lifting body includes：Jack 3, jacking oil pump and console 4, jack isochronous controller 5；
Dismountable stacked support includes：Fall the vertical connector 7 of beam I-steel 6, support, support transverse connection 8.
Base regulating course 2 is arranged on bracket base 1, and dismountable stacked support is arranged on base regulating course 2, respectively
It is individual fall 6 equidistant even level of beam I-steel arrangement, the vertical connector 7 of support connects, is laterally interacted by support transverse connection 8
Be arranged in it is each fall beam I-steel 6 between, the vertical connector 7 of support vertically supports, laterally by support transverse connection 8
Support in transverse direction；Dismountable stacked top of support clan beam I-steel 6 is connected with falling boom support；
Jack 3 is placed on boom support.Jack 3 is connected by jacking oil pump and console 4 with isochronous controller 5
Connect.Beam body is arranged among boom support.
Jack 3 is adjusted by isochronous controller 5 and jacking oil pump and console 4, beam body is seated beam I-shaped
Steel 6, striking transverse connection 8 readjusts the position of jack 3, then passes through Synchronization Control platform 5, jacking oil pump and control
Platform 4 adjusts jack 3, beam body is departed from falling beam I-steel 6, and the vertical connector 7 of striking falls beam I-steel 6 with part,
Next layer is fallen within beam body and falls beam I-steel 6, the purpose for successively falling beam step by step is reached with this.
Compared with prior art, the utility model has the advantages that.
The utility model realizes that a high position falls the substep layered circulation of beam, occupied ground using dismountable stacked support
Small, auxiliary equipment is simple, it is easy to accomplish a high position for large-tonnage beam section falls beam；Depth of beam will be fallen it will be decomposed into multiple relatively low to fall beams step
It is rapid to complete, so as to greatly reducing the unsafe factor in the construction of high-altitude；Portable construction, it is easily assembled to, dismantles, do not constructed
The restriction of environment；Structure is single, beneficial to recycling, it is not necessary to sets temporary structure in beam body, greatly improves versatility.
Brief description of the drawings
Fig. 1 is that a pin-connected panel high position falls elevation in boom support.
Fig. 2 is that a pin-connected panel high position falls boom support top view.
Fig. 3 is that a pin-connected panel high position falls boom support A-A profiles.
Fig. 4 is that a pin-connected panel high position falls boom support B-B profiles.
Fig. 5 is that a pin-connected panel high position falls the schematic diagram of boom support job step one.
Fig. 6 is that a pin-connected panel high position falls the schematic diagram of boom support job step two.
Fig. 7 is that a pin-connected panel high position falls the schematic diagram of boom support job step three.
Fig. 8 is that a pin-connected panel high position falls the schematic diagram of boom support job step four.
Embodiment
As Figure 1-3, a pin-connected panel high position falls boom support, and the pin-connected panel high position, which falls boom support, includes bracket base, beam section
Lifting body, dismountable stacked support；Wherein, bracket base is used for adjusting bracket overall width, levelness, matching bearing
Pinner, beam section lifting body is to realize that beam section substep falls, and dismountable stacked support is realizing that beam section substep falls
Support.
Bracket base includes：Bracket base 1, base regulating course 2；
Beam section lifting body includes：Jack 3, jacking oil pump and console 4, jack isochronous controller 5；
Dismountable stacked support includes：Fall the vertical connector 7 of beam I-steel 6, support, support transverse connection 8.
Specifically, jack 3 is adjusted by jacking oil pump and console 4, isochronous controller 5, is seated beam body
Fall beam I-steel 6, striking transverse connection 8 readjusts the position of jack 3, then passes through console 4, isochronous controller 5
Jack 3 is adjusted, beam body is departed from falling beam I-steel 6, the vertical connector 7 of striking falls beam I-steel 6, beam body with part
Under fall within next layer and fall beam I-steel 6, the purpose that substep successively falls beam is reached with this.
Embodiment
Step 1: setting up boom support to bottom elevation falls beam I-steel H less than one layer, jack jacking, take off beam section
From falsework 3-5cm, falsework is removed, is fallen within beam section on boom support.
Step 2: removing transverse direction (vertical) connector and part I-steel of one layer of support, jack is installed on next layer
I-steel.
Step 3: jack jacks, beam section is set to depart to fall beam I-steel 3-5cm, the vertical connector of striking and part
I-steel.
Step 4: falling within beam I-steel under beam section, one cycle is completed.
All components that a whole pin-connected panel high position falls boom support will all be fabricated to standard component, can be according to the chi in beam section section
It is very little arbitrarily to change, existing very strong applicability, it can save material again.
Claims (1)
1. a pin-connected panel high position falls boom support, the support includes bracket base, beam section lifting body and dismountable assembling support；Branch
Frame base is used for adjusting bracket overall width, levelness, matching bearing pad stone, and beam section lifting body is realizing under beam section substep
Fall, dismountable stacked support is realizing support that beam section substep falls；
Bracket base includes：Bracket base (1), base regulating course (2)；
Beam section lifting body includes：Jack (3), jacking oil pump and console (4), jack isochronous controller (5)；
Dismountable stacked support includes：Fall beam I-steel (6), the vertical connector of support (7), support transverse connection (8)；
Base regulating course (2) is arranged on bracket base (1), and dismountable stacked support is arranged on base regulating course (2),
It is each fall beam I-steel (6) equidistantly even level arrangement, the vertical connector of support (7) connection, laterally by support lateral connection
Part (8) interaction arrangement it is each fall beam I-steel (6) between, the vertical connector of support (7) vertically supports, laterally by propping up
Frame transverse connection (8) supports in transverse direction；Dismountable stacked top of support clan beam I-steel (6) is with falling boom support company
Connect；
Jack (3) is placed on boom support；Jack (3) passes through jacking oil pump and console (4) and isochronous controller
(5) connect；Beam body is arranged among boom support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720667170.4U CN206873303U (en) | 2017-06-09 | 2017-06-09 | A pin-connected panel high position falls boom support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720667170.4U CN206873303U (en) | 2017-06-09 | 2017-06-09 | A pin-connected panel high position falls boom support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206873303U true CN206873303U (en) | 2018-01-12 |
Family
ID=61338576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720667170.4U Active CN206873303U (en) | 2017-06-09 | 2017-06-09 | A pin-connected panel high position falls boom support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206873303U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188283A (en) * | 2020-03-05 | 2020-05-22 | 陕西路桥集团有限公司 | Method for integrally and synchronously jacking and falling steel bridge |
-
2017
- 2017-06-09 CN CN201720667170.4U patent/CN206873303U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111188283A (en) * | 2020-03-05 | 2020-05-22 | 陕西路桥集团有限公司 | Method for integrally and synchronously jacking and falling steel bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100024 Beijing, Guanzhuang, Chaoyang District, Zhou Co-patentee after: CCCC WORLDCOM HEAVY INDUSTRIES (BEIJING) CO.,LTD. Patentee after: CCCC FIRST HIGHWAY ENGINEERING GROUP Co.,Ltd. Address before: 100024 Beijing, Guanzhuang, Chaoyang District, Zhou Co-patentee before: CCCC WORLDCOM HEAVY INDUSTRIES (BEIJING) CO.,LTD. Patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |