CN206016353U - Space division packaging type ice chest - Google Patents
Space division packaging type ice chest Download PDFInfo
- Publication number
- CN206016353U CN206016353U CN201620904472.4U CN201620904472U CN206016353U CN 206016353 U CN206016353 U CN 206016353U CN 201620904472 U CN201620904472 U CN 201620904472U CN 206016353 U CN206016353 U CN 206016353U
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- ice chest
- tower
- bottom girder
- crossbeams
- post
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Abstract
Space division packaging type ice chest, it includes that a surrounding does the containment housing that panel is gone along with sb. to guard him using truss structure and with steel plate, the bottom surface of casing is provided with the structure of bottom girder supported for tower, the top surface of casing is provided with back timber, centre is without floor plates, described truss structure is by four vertically arranged ice chest posts, uniformly fix according to vertical direction between ice chest post two-by-two, enclose many ice chest crossbeams of rectangle plane frame, the ice chest diagonal brace of two arranged crosswises is installed in the truss element being made up of three ice chest crossbeams of upper, middle and lower, and crosspoint is located at the midpoint of middle root ice chest crossbeam, two end points of ice chest diagonal brace are separately fixed in the connecting node of upper and lower two ice chest crossbeams and ice chest post;The tower that tower bottom and ice chest bottom girder are welded to connect is incorporated with the casing, tower appropriate location arrange two towers saddle support, separately the periphery of tower be provided with 34 roads be connected with ice chest with keep tower horizontal cross stable, treat in-site installation after the completion of detachable temporary rod.
Description
Technical field
The utility model relates to the space division packaging type ice chest that a kind of panel is gone along with sb. to guard him, it is adaptable to separating air and making
The closure packaging type ice chest of the Cryo Equipments such as oxygen nitrogen equipment, argon recovery plant, hydrogen producer, heat exchanger and liquefaction device, belongs to
Space division technical field of refrigeration equipment.
Background technology
Traditional air separation cooling box is delivered to scene using loose mail formula, starts in-site installation further according to arrival situation, and field pipes
Reason is generally not tight enough, and the quantity of various parts, equipment, pipeline and instrument etc. is again more, often has part and loses or look for not
Arrive, or the loss of part in transit, and or the delivery of delivery factory wrong, all can bring very big trouble to in-site installation, very
Affect the phenomenon of duration to the generation work holdup adversely.
A lot of scene places are smaller, and stock condition is poor and unordered, and during installation, often heap is below for part to be used,
Plenty of time is used on small change part, and during in-site installation, each technical professional can not possibly reside permanently scene, such as runs into each
More inconvenient during matching problem between specialty, and the Field Force technical staff that often also do not wait to work to tight deadlines just is not on the scene
Act on one's own, rework rate is higher, constructs even if waiting each technical professional to be on the scene again, the duration also can be by
Affect adversely;In-site installation condition is poor very by the restriction ratio factory-assembled condition ratio of the factors such as site condition, equipment, personnel and weather
Many, quality is not easy to ensure;In-site installation has substantial amounts of work high above the ground, welding quality and personal security to be not easy to ensure;Scene
Operation is constrained in slower than factory work in progress by various conditions, and construction progress can not improve always.
In sum, all long-times cannot in terms of processing, manufacture, installation progress and quality etc. for traditional air separation cooling box
Favourable lifting, needs to develop new air separation cooling box method for designing to improve it.
Content of the invention
The purpose of this utility model is to overcome the shortcomings of that prior art is present, and a kind of energy of offer will be originally most
Work on the spot is transferred to complete in factory, has each side factor such as site condition, equipment, personnel and weather and changes greatly very much
Kind, all guaranteed space division container-type ice chest of product quality, personal security and construction speed etc..
The purpose of this utility model is by following technical solution completing:A kind of space division packaging type ice chest, it includes
One surrounding does the containment housing that panel is gone along with sb. to guard him using truss structure and with steel plate, and the bottom surface of casing is provided with and supports for tower
Structure of bottom girder, the top surface of casing is provided with back timber, and without floor plates, described truss structure is vertically arranged cold by four for centre
Box column, many ice chest crossbeams uniformly fixing according to vertical direction between ice chest post two-by-two, enclosing rectangle plane frame, by
In lower three ice chest crossbeams composition truss element in the ice chest diagonal brace of two arranged crosswises is installed, and crosspoint is located at centre
The midpoint of root ice chest crossbeam, two end points of ice chest diagonal brace are separately fixed at the connection section of upper and lower two ice chest crossbeams and ice chest post
Point on;
The tower that tower bottom and ice chest bottom girder are welded to connect is incorporated with the casing, arranges two in the appropriate location of tower
The saddle of individual tower is supported, separately the periphery of tower be provided with 3-4 roads be connected with ice chest with keep tower horizontal cross stable,
Treat detachable temporary rod after the completion of in-site installation.
As preferred:Described ice chest bottom girder be nine-squares beam structure, at least two adjacent ice chest posts of the ice chest bottom girder
On be provided with cambered outwards ice chest hanger;
The company of weldering forms many pole units that described ice chest post is made up of section steel material up and down, between two ice chest posts
Ice chest crossbeam is connected by being welded using groove penetration weld between the flange of beam and ice chest pillar at two ends, wherein web and ice chest pillar
Using fillet weld seam;The ice chest diagonal brace is connected with bolt with the connecting plate being welded in beam-column unit by the connecting plate at two ends
Connect,
As preferred:Described ice chest bottom girder is formed by connecting by the groove penetration weld between flange of beam by cross member, and bottom
Formed using fillet weld seam between the web of crossbeam;Connected using groove penetration weld between the ice chest post and column base plate.
The utility model is the assembling for completing other each specialties such as all ice chest structures, cold box equipment, pipeline in factory,
In ice chest, tower is directly fallen on the bottom girder of ice chest structure, during factory-assembled, and arranging track girder on ice chest side is used for tower
Assembling in propulsion ice chest, needs to arrange 3 to 4 pull bars between ice chest and tower, in transporting and hoisting to tower as lateral
Support, will consider during design that factory-assembled operating mode, land transportation operating mode or water transport operating mode, level lifting operating mode, 45 degree of angles lift operating mode, erect
To the lifting various working such as operating mode and applying working condition.
The utility model have most work on the spot originally can be transferred to complete in factory, make site condition,
The each side factor such as equipment, personnel and weather is all greatly improved, and product quality, personal security and construction speed etc. have
The features such as guarantee.
Description of the drawings
Fig. 1 is the framework facade structures schematic diagram of space division packaging type ice chest described in the utility model.
Fig. 2 is the framework bottom girder layer plane schematic diagram of space division packaging type ice chest described in the utility model.
Fig. 3 is the framework back timber layer plane schematic diagram of space division packaging type ice chest described in the utility model.
Specific embodiment
The utility model is described in detail below in conjunction with accompanying drawing:Shown in Fig. 1,2,3, described in the utility model one
Space division packaging type ice chest is planted, it includes that a surrounding does the containment housing that panel is gone along with sb. to guard him, case using truss structure and with steel plate
The bottom surface of body is provided with the structure of bottom girder 1 supported for tower, and the top surface of casing is provided with beam structure 2, and centre is without floor plates, institute
The truss structure that states by four vertically arranged ice chest posts 3, two-by-two between ice chest post 3 according to vertical direction uniformly fixed, enclose
Many ice chest crossbeams 4 of rectangular plane frame, are provided with two in the truss element being made up of three ice chest crossbeams 4 of upper, middle and lower
The ice chest diagonal brace 5 of arranged crosswise, and crosspoint is located at the midpoint of middle root ice chest crossbeam 4, two end points difference of ice chest diagonal brace 5
It is fixed in the connecting node of upper and lower two ice chest crossbeams 4 and ice chest post 3;
The tower that tower bottom and ice chest bottom girder are welded to connect is incorporated with the casing, arranges two in the appropriate location of tower
The saddle of individual tower is supported, separately the periphery of tower be provided with 3-4 roads be connected with ice chest with keep tower horizontal cross stable,
Treat detachable temporary rod after the completion of in-site installation(Do not show in figure).
Shown in figure, the structure of bottom girder 1 of the ice chest is nine-squares beam structure, at least two of the structure of bottom girder of the ice chest
Cambered outwards ice chest hanger 6 is provided with adjacent ice chest post 3;
The company of weldering forms many pole units that described ice chest post 3 is made up of section steel material up and down, between two ice chest posts 3
Ice chest crossbeam 4 by being connected using the weldering of groove penetration weld between the flange of beam at two ends and the pillar of ice chest post 3, wherein web and
Pillar of ice chest post 3 adopts fillet weld seam;The ice chest diagonal brace 5 passes through the connecting plate at two ends and is welded in beam-column unit
Connecting plate be connected with,
Ice chest structure of bottom girder 1 described in the utility model is by cross member 7 by the groove penetration weld connection between flange of beam
Into, and formed using fillet weld seam between the web of cross member 7;Groove penetration weld is adopted between the ice chest post 3 and column base plate
Connection.
Embodiment:In container-type ice chest described in the utility model and ice chest, tower has been individual assembling when dispatching from the factory
Entirety, tower bottom is directly fallen on ice chest structure of bottom girder 1.
Space division container-type ice chest be for inner cryogenic equipment cold insulation, so solid heat-insulating material pearlife, and
The distance of more than 300mm is left between Cryo Equipment and cryogenic piping, and otherwise ice chest panel meeting frost accumulated even sends out carbon steel panel
Raw brittle fracture under low temperature phenomenon.Ice chest floor plan is rectangle, and except top surface and the bottom surface of ice chest, without floor plates, surrounding is adopted for centre
The closed extraordinary steel construction that panel is gone along with sb. to guard him is done with truss structure system and with steel plate, in order to the diagonal brace of truss structure is two power bars,
Do not affected by plane external load, the diagonal brace of panel and its stiffening rib structure system and truss disengaged, retained certain spacing,
The load outside ice chest panel plane, such as pearlife load, nitrogen pressure and wind load etc. is made directly not to be conducted to diagonal brace, so
More meet the condition of truss structure system, structure Path of Force Transfer is become apparent from clearly.
As the various annexes on space division container-type ice chest and its internal all of equipment, pipeline and ice chest panel are all
Integral hoisting transport, so ice chest structural system assume responsibility for all of load and will carry out assembling operating mode, land transportation operating mode or
Water transport operating mode, level lifting operating mode, 45 degree of angle lifting operating modes, calculating of the vertical lifting various working such as operating mode and applying working condition,
But do not include pearlife load, because pearlife is to scene filling.
In container-type ice chest, the load such as tower and its associate member and pipeline all falls at ice chest structure bottom in normal use
Liang Shang,
Higher to bottom girder requirement, it is to reduce bottom girder height and bearing stability of the bottom girder to tower, the bottom of tower will be supported
Beam is designed to cross beam, and tower bottom and ice chest bottom girder are welded to connect.The factory-assembled operating mode of container-type ice chest must be in ice chest
Certain of structure assem-bly face two temporary track beams of setting so as to by tower along in place in track girder propulsion ice chest, and in tower
Appropriate location two saddles be set support towers, to be assembled after the completion of again temporary track is removed.Container-type ice chest is transported
Operating mode is as shown in Fig. 2 including land transportation operating mode and water transport operating mode, horizontal longitudinal bracing of the ice chest bottom girder as tower, the saddle of tower
In addition seat is arranged 3 to 4 road temporary rods again and is connected to keep the horizontal cross of tower steady with ice chest as the vertical supporting of tower
Qualitative, the quantity and cross-sectional sizes of temporary rod are determined by calculating, and are removed after the completion for the treatment of in-site installation.Container-type ice chest hangs
Dress operating mode major design calculates 0 degree of lifting operating mode of consideration, three kinds of lifting operating modes of 45 degree of lifting operating modes and 90 degree of lifting operating modes
Meet and require.
Node connected mode between all rod members of ice chest truss structure described in the utility model is as follows:
1) connection between pole unit:The of length no more than 12m of normal section steel, but truss column length is very long, it is possible to it is divided into
Multiple pole units, the node connected mode between pole unit are groove penetration weld, and weld seam grade is two grades, and factory completes Welder
Make.
2) connection between beam-column unit:The node connected mode of beam element and pillar is to adopt groove between flange of beam and pillar
Penetration weld, weld seam grade are two grades, and web and pillar adopt fillet weld seam, complete welding job in factory.
3) connection between diagonal brace unit and fine strain of millet pole unit:The connecting plate at diagonal brace unit two ends and it is welded in beam-column unit
Connecting plate completes drilling and welding job by factory, and connection plate welding seams adopt angle welding, bolt to adopt high strength bolt,
The bolt connection work of connecting plate and connecting plate is also completed in factory.
4) connection between bottom girder unit:Connected mode between bottom girder unit is the connection groove penetration weld between flange of beam, welds
Seam grade is two grades, is connected by fillet weld seam, completes welding job in factory between web.
5) connection between pole unit and column base plate:Groove penetration weld, weld seam etc. are connected by between pole unit and column base plate
Level is one-level, completes welding job in factory.
Claims (3)
1. space division packaging type ice chest, it includes that a surrounding does the closed box that panel is gone along with sb. to guard him using truss structure and with steel plate
Body, the bottom surface of casing are provided with the structure of bottom girder supported for tower, and the top surface of casing is provided with back timber, middle without floor plates, its
Truss structure described in being characterised by uniformly is fixed according to vertical direction between ice chest post two-by-two by four vertically arranged ice chest posts
, many ice chest crossbeams for enclosing rectangle plane frame, in the truss element being made up of three ice chest crossbeams of upper, middle and lower install
There is the ice chest diagonal brace of two arranged crosswises, and crosspoint is located at the midpoint of middle root ice chest crossbeam, two end points of ice chest diagonal brace
It is separately fixed in the connecting node of upper and lower two ice chest crossbeams and ice chest post;
The tower that tower bottom and ice chest bottom girder are welded to connect is incorporated with the casing, and in the appropriate location of tower, two towers are set
The saddle of device is supported, separately the periphery of tower be provided with 3-4 roads be connected with ice chest with keep tower horizontal cross stable, wait to show
Detachable temporary rod after the installation of field.
2. space division packaging type ice chest according to claim 1, it is characterised in that described ice chest bottom girder is nine-squares beam structure,
Cambered outwards ice chest hanger is provided with least two adjacent ice chest posts of the ice chest bottom girder;
The company of weldering forms many pole units that described ice chest post is made up of section steel material up and down, the ice chest between two ice chest posts
By being connected using the weldering of groove penetration weld between the flange of beam and ice chest pillar at two ends, wherein web and ice chest pillar are adopted crossbeam
Fillet weld seam;The ice chest diagonal brace is connected with the connecting plate being welded in beam-column unit by the connecting plate at two ends.
3. space division packaging type ice chest according to claim 2, it is characterised in that described ice chest bottom girder is passed through by cross member
Groove penetration weld between flange of beam is formed by connecting, and is formed using fillet weld seam between the web of cross member;The ice chest post
Connected using groove penetration weld and between column base plate.
Priority Applications (1)
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CN201620904472.4U CN206016353U (en) | 2016-08-19 | 2016-08-19 | Space division packaging type ice chest |
Applications Claiming Priority (1)
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CN201620904472.4U CN206016353U (en) | 2016-08-19 | 2016-08-19 | Space division packaging type ice chest |
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Publication Number | Publication Date |
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CN206016353U true CN206016353U (en) | 2017-03-15 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106223669A (en) * | 2016-08-19 | 2016-12-14 | 浙江智海化工设备工程有限公司 | A kind of space division packaging type ice chest |
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2016
- 2016-08-19 CN CN201620904472.4U patent/CN206016353U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106223669A (en) * | 2016-08-19 | 2016-12-14 | 浙江智海化工设备工程有限公司 | A kind of space division packaging type ice chest |
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