CN205712164U - A kind of derrick crane continuous beam welding base structure - Google Patents
A kind of derrick crane continuous beam welding base structure Download PDFInfo
- Publication number
- CN205712164U CN205712164U CN201620341706.9U CN201620341706U CN205712164U CN 205712164 U CN205712164 U CN 205712164U CN 201620341706 U CN201620341706 U CN 201620341706U CN 205712164 U CN205712164 U CN 205712164U
- Authority
- CN
- China
- Prior art keywords
- continuous beam
- continuous
- base structure
- derrick crane
- welding 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.)
- Active
Links
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
Abstract
This utility model relates to a kind of derrick crane continuous beam welding base structure, including the pre-two parallel support seats being embedded at bridge section partition, it is respectively arranged with continuous beam on described support seat, between two continuous beams, segmentation connects secondary beam and strut, and the middle part being positioned at two continuous beams is respectively arranged with a pair short supporting leg of tower crane.It is not only simple in structure, and overcomes the problem that pre-buried supporting leg is interfered with reinforcing bar when bridge floor installs tower crane.
Description
Technical field
This utility model relates to a kind of derrick crane continuous beam welding base structure.
Background technology
In bridge construction process, there is the operating mode that tower crane is arranged on bridge floor, bridge deck structure mostly is format structure,
And bridge floor bar-mat reinforcement density is excessive, it is impossible to the base structure of direct pre-buried derrick crane.A kind of continuous beam on many supports is needed for this
Welding base structure.
Summary of the invention
The purpose of this utility model is to provide a kind of derrick crane continuous beam welding base structure, not only structure letter
Single, and overcome the problem that pre-buried supporting leg is interfered when bridge floor installs tower crane with reinforcing bar.
The technical solution of the utility model is: a kind of derrick crane continuous beam welding base structure, is embedded in including pre-
Two parallel support seats at bridge section partition, described support seat is respectively arranged with continuous beam, and between two continuous beams, segmentation is even
Being connected to secondary beam and strut, the middle part being positioned at two continuous beams is respectively arranged with a pair short supporting leg of tower crane.
Further, described support seat is formed to multiple bases built-in fitting that consecutive intervals is laid by along vertical bridge.
Further, the welded base plate in the lower surface of described continuous beam welds mutually with basis built-in fitting.
Further, being respectively arranged with strut between the two side ends of two continuous beams, described strut welds mutually with continuous beam
Connect.
Further, being provided with a pair parallel secondary beam between the middle part of two continuous beams, described secondary beam is with continuous
Beam welds mutually, and the short supporting leg of described tower crane is welded on continuous beam and is positioned on the position that continuous beam is connected with secondary beam.
Further, the end of described secondary beam is additionally provided with the reinforcement gusset welded mutually with continuous beam.
Compared with prior art, the invention have the advantages that and be not only simple in structure, and by the most pre-buried anchor
Plate, at anchor slab supreme hypothesis girder steel, is welded on girder steel by tower crane fixed supporting leg, overcomes when bridge floor installs tower crane pre-buried
The problem that supporting leg is interfered with reinforcing bar, is used widely in bridge construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is top view of the present utility model;
Fig. 3 is the A-A cross-sectional schematic of Fig. 2 of the present utility model;
In figure: 1-basis built-in fitting 2-continuous beam 3-secondary beam 4-strut 5-tower crane short supporting leg 6-welding base plate 7-the
One plate body 8-the second plate body 9-support baseboard.
Detailed description of the invention
For features described above of the present utility model and advantage can be become apparent, special embodiment below, and coordinate accompanying drawing,
It is described in detail below, but this utility model is not limited to this.
Referring to figs. 1 to Fig. 3
A kind of derrick crane continuous beam welding base structure, including the pre-two parallel support seats being embedded at bridge section partition,
Being respectively arranged with continuous beam 2 on described support seat, between two continuous beams, segmentation connects secondary beam 3 and strut 4, is positioned at two even
The middle part of continuous beam is respectively arranged with a pair short supporting leg of tower crane 5, and the short supporting leg of described tower crane is connected with continuous beam through support baseboard 9.
In the present embodiment, described support seat is formed to multiple bases built-in fitting 1 that consecutive intervals is laid by along vertical bridge.
In the present embodiment, the welded base plate in lower surface 6 of described continuous beam welds mutually with basis built-in fitting.
In the present embodiment, between the two side ends of two continuous beams, it is respectively arranged with strut, described strut and continuous beam phase
Welding.
In the present embodiment, between the middle part of two continuous beams, it is provided with a pair parallel secondary beam, described secondary beam and company
Continuous beam welds mutually, and the short supporting leg of described tower crane is welded on continuous beam and is positioned on the position that continuous beam is connected with secondary beam.
In the present embodiment, the end of described secondary beam is additionally provided with the reinforcement gusset welded mutually with continuous beam, described reinforcement
The corner that plate is included in secondary beam and continuous beam is connected is spaced the first plate body 7 of welding from top to bottom along short transverse, and first
Plate body cross section is triangular in shape, is positioned on the first plate body the second plate body 8 being vertically welded with.
The installation method of this base structure: the distance cut off according to bridge section, arranges polylith basis built-in fitting at partition;Treat
After bridge deck concrete pours, will be welded on after 2 continuous beam integral manufacturings on the built-in fitting of basis;With secondary beam and strut
Two beams are welded by segmentation, to reduce the lateral displacement of beam, polish smooth after welding, arrange according to accompanying drawing and strengthen gusset;
After welding, clear up the greasy dirt of the nonstandard short supporting leg welding position of tower crane, welding slag, measure the levelness of four fulcrums, it is ensured that be full
The requirement of foot 1/1000, as being unsatisfactory for using leveling steel plate;Four tower crane short supporting leg fixing devices are fixed, the most in place, point
Weldering;The short supporting leg of tower crane welds with continuous beam base structure, uses automatic welding, and welding wire E5016, welding current 90-130A, weld seam is
Full penetration second-order weld, uses ultrasonic examination after welding;Weld complete natural cooling more than 24 hours, tower can be installed
Hang.
The foregoing is only preferred embodiment of the present utility model, all according to this utility model claim done equal
Deng change and modification, covering scope of the present utility model all should be belonged to.
Claims (6)
1. a derrick crane continuous beam welding base structure, including the pre-two parallel support seats being embedded at bridge section partition, its
Being characterised by, described support seat is respectively arranged with continuous beam, between two continuous beams, segmentation connects secondary beam and strut, position
A pair short supporting leg of tower crane it is respectively arranged with in the middle part of two continuous beams.
A kind of derrick crane continuous beam welding base structure the most according to claim 1, it is characterised in that described support
Seat is formed to multiple bases built-in fitting that consecutive intervals is laid by along vertical bridge.
A kind of derrick crane continuous beam welding base structure the most according to claim 2, it is characterised in that described continuously
The welded base plate in lower surface of beam welds mutually with basis built-in fitting.
4. weld base structure according to a kind of derrick crane continuous beam described in claim 1,2 or 3, it is characterised in that position
Being respectively arranged with strut between the two side ends of two continuous beams, described strut welds mutually with continuous beam.
A kind of derrick crane continuous beam welding base structure the most according to claim 4, it is characterised in that be positioned at two even
Being provided with a pair parallel secondary beam between the middle part of continuous beam, described secondary beam welds mutually with continuous beam, and the short supporting leg of described tower crane welds
It is connected on continuous beam and is positioned on the position that continuous beam is connected with secondary beam.
6. weld base structure according to a kind of derrick crane continuous beam described in claim 1,2,3 or 5, it is characterised in that
The end of described secondary beam is additionally provided with the reinforcement gusset welded mutually with continuous beam.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620341706.9U CN205712164U (en) | 2016-04-21 | 2016-04-21 | A kind of derrick crane continuous beam welding base structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620341706.9U CN205712164U (en) | 2016-04-21 | 2016-04-21 | A kind of derrick crane continuous beam welding base structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205712164U true CN205712164U (en) | 2016-11-23 |
Family
ID=57295180
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620341706.9U Active CN205712164U (en) | 2016-04-21 | 2016-04-21 | A kind of derrick crane continuous beam welding base structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205712164U (en) |
-
2016
- 2016-04-21 CN CN201620341706.9U patent/CN205712164U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104831637B (en) | A kind of girder steel plug-in type mixing joist steel-mixed adapter section structure | |
CN106284787B (en) | Assembled superimposed sheet is installed and localization method | |
CN105970799B (en) | A kind of construction for preventing bridge lateral from toppling and its construction method | |
KR101840763B1 (en) | Cantilever bridge with t-type fixinf support bracket construction method | |
CN207597418U (en) | A kind of shaped steel pedestal for the beam prefabricated constructions of T | |
CN204530421U (en) | For the prefabricated case beam that the bent cap of falling T bridge floor continuous structure construction pedestal beam body is closely connected | |
CN105332452A (en) | Dragline curtain wall support system with steel truss at top and construction method thereof | |
CN202658532U (en) | Bridge wet joint construction template | |
CN103243649B (en) | The system and method for a kind of cable saddle Fast Installation, location | |
CN205839599U (en) | Pier stud reinforcing bar location auxiliary moulding bed | |
CN105317052B (en) | Tower crane foundation bolt fixing method | |
CN103866693A (en) | Installing method of reinforced concrete bowstring rod arch bridge arch ribs and hanging auxiliary bridge | |
CN103669665A (en) | Elevation difference joint construction technology for steel bar truss floor deck construction | |
CN201268921Y (en) | Reinforced bar split heads | |
CN205257790U (en) | Fixed high -low leg handle portal crane | |
CN205712164U (en) | A kind of derrick crane continuous beam welding base structure | |
CN104563525B (en) | A kind of box steel arch beam Integral horizontal type group is to method | |
CN107142834B (en) | A kind of Through Steel pipe concrete tie-rod arch bridge abutment steel pipe location structure and its construction method | |
CN105421638A (en) | Hung interlayer structure and construction method thereof | |
CN103835434A (en) | H-shaped steel with rib and concrete structure of H-shaped steel with rib | |
CN201605527U (en) | Steel structure bent cap additionally arranged at top of pier stud | |
CN203958138U (en) | Utilize the overhead railway that headroom is built at the bottom of overpass | |
KR101407816B1 (en) | structure system using bar truss integrated asymmetry H-beam | |
CN104131514B (en) | A kind of plate girder bracket and construction method | |
CN202866075U (en) | Cross double angle reinforced flat slab structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |