CN205168844U - Building berth carries and supports pylon with hull - Google Patents

Building berth carries and supports pylon with hull Download PDF

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Publication number
CN205168844U
CN205168844U CN201520843769.XU CN201520843769U CN205168844U CN 205168844 U CN205168844 U CN 205168844U CN 201520843769 U CN201520843769 U CN 201520843769U CN 205168844 U CN205168844 U CN 205168844U
Authority
CN
China
Prior art keywords
truss
bolster stake
building berth
height
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.)
Expired - Fee Related
Application number
CN201520843769.XU
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Chinese (zh)
Inventor
伍平平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZHOUSHAN COSCO-SHIPYARD GROUP CO LTD
Original Assignee
ZHOUSHAN COSCO-SHIPYARD GROUP CO LTD
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ZHOUSHAN COSCO-SHIPYARD GROUP CO LTD filed Critical ZHOUSHAN COSCO-SHIPYARD GROUP CO LTD
Priority to CN201520843769.XU priority Critical patent/CN205168844U/en
Application granted granted Critical
Publication of CN205168844U publication Critical patent/CN205168844U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a building berth carries and supports pylon with hull, including the ballast base, truss -like bolster stake and high adjusting device, the truss -like bolster stake is vertical to be installed on the ballast base, high adjusting device locates truss -like bolster stake top, the truss -like bolster stake includes center pillar and four outside stands, outside stand sets up in the peripheral four corners of truss -like bolster stake, transversely be equipped with a plurality of layers of half space along the direction of height on the truss -like bolster stake, center pillar is connected through the half space with outside stand, adjacent outside stand passes through the bracing and connects, half space and bracing, outside stand, form whole lattice tower structure between the center pillar, be equipped with the vertical ladder of ascending a height in the pylon structure. Support the pylon with original single stay tube instead for the structure is more firmly stabilized, and the inside of pylon is located to the vertical ladder of ascending a height, ensures personnel's safety from top to bottom, makes the hull segmentation fast, portably, accurately add and establishes the steel pipe support, and process flow is shortened, productivity gain to the consumption of reduction equipment.

Description

A kind of building berth carries uses hull support pylon
Technical field
The utility model belongs to shipbuilding technical field, relates to a kind of building berth lift-launch hull support pylon.
Background technology
Large ship is in building berth manufacture process, for the linear region changed greatly of hull, for ensureing body section Quick carrying location, simultaneously for preventing the ship body segment carrying stage from toppling and the distortion of unbalance stress generation structural plasticity, need to add many steel pipe supports on ground in corresponding ship hull plate position.The process need overhead vehicle that support tube is installed and removed, a large amount of matching coordinative work of workman and crane, when overhead vehicle quantity not sufficient, need to set up steel pipe scaffold operation platform on a large scale and carry out aloft work, so not only operating procedure is comparatively loaded down with trivial details, time-consuming, require great effort, take too much device resource, and this support tube set up after can not move, can not operation height be regulated, use have limitation; And the degree of stability of single support tube conventional in prior art is inadequate, workmen's climbing ladder is very dangerous up and down, the hidden danger of falling from high altitude being there is, therefore needing to provide a kind of building berth lift-launch hull support pylon frock, for improving Problems existing in said process.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of Stability Analysis of Structures, safe and reliable building berth lift-launch hull support pylon for the above-mentioned state of the art.
The utility model solves the problems of the technologies described above adopted technical scheme: a kind of building berth lift-launch hull support pylon, it is characterized in that: comprise ballast base, truss-like bolster stake and arrangement for adjusting height, wherein truss-like bolster stake is vertically arranged on ballast base, arrangement for adjusting height is arranged on the top of truss-like bolster stake, truss-like bolster stake comprises a center stand column and four external uprights, external uprights is arranged at the peripheral corner of truss-like bolster stake, truss-like bolster stake is laterally provided with some layers of half space along short transverse, center stand column is connected by half space with four external uprights, strengthen connecting by diagonal brace between adjacent external uprights, half space and diagonal brace, external uprights, integral truss-type pylon structure is formed between center stand column, be provided with in pylon structure for the upper and lower vertical ladder of ascending a height of operating personnel.
As improvement, described ballast base is made up of to brace panel in length and breadth base plate, base deck, base side plate, chassis interior, wherein base plate and building berth face coincide, and base top is horizontal, and ballast base is provided with the casing depositing ballast material.
As improvement, described casing forms by by Plate Welding, and ballast material is steel plate block.
As improvement, the top of described truss-like bolster stake is provided with tetragonal job platform, job platform is made up of angle steel and diamond plate, be welded on the post jamb of the external uprights of truss-like bolster stake, be provided with platform diagonal brace between the bottom of job platform and the post jamb of truss-like bolster stake, job platform is provided with protection railing.
As improvement, described arrangement for adjusting height is adjustable pitch jack, and arrangement for adjusting height is arranged on the top of center stand column.
Improve, described center stand column is a steel pipe post again, and external uprights is four angle steel columns, and diagonal brace adopts angle steel diagonal brace.
Improve, described half space is steel platform, arranges one deck at interval of 2 ~ 4 meters again.
Improve again, described in vertical ladder of ascending a height formed by steel pipe manufacturing, vertical ladder of ascending a height, in being crisscross arranged, highly arranges one grade at interval of 200 ~ 400mm.
Further improvement, the post jamb side, top of described truss-like bolster stake is provided with hanger.
Improve further, described hanger is four, is symmetricly set on respectively on the lateral wall of external uprights again.
Compared with prior art, the utility model has the advantage of: originally single support tube is modified into support tower, make structure firm stable more, vertical ladder of ascending a height is located at the inside of pylon, be provided with multilayer half space, more benefit the safety guaranteeing that personnel are upper and lower, eliminate the hidden danger of falling from high altitude.The utility model is rational in infrastructure, reliable and stable, make body section can quick, easy, add steel pipe support exactly, arrangement for adjusting height can carry precise manner according to hull and adjust position flexibly, and overhead vehicle required when eliminating the position aloft work of ship hull plate steel pipe support coordinates, and decreases crane holding time, exempt setting up of scaffold, reduce devices consume, shortened process, raise labour productivity, improve operating environment, alleviate the labour intensity of workman.
Accompanying drawing explanation
Fig. 1 is the front elevation of the utility model embodiment;
Fig. 2 is the lateral plan of the utility model embodiment;
Fig. 3 is the birds-eye view of the utility model embodiment;
Fig. 4 is the constructional drawing of the ballast base of the utility model embodiment;
Fig. 5 is the layout schematic diagram of the vertical ladder of ascending a height of the utility model embodiment;
Fig. 6 operation schematic diagram of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, the utility model is described in further detail.
As shown in figs. 1 to 6, a kind of building berth carries uses hull support pylon, comprise ballast base 1, truss-like bolster stake 2, job platform 5, to ascend a height vertical ladder 6 and arrangement for adjusting height 3, wherein ballast base 1 is located at bottom, that package unit lowers the center of gravity and ballast parts firmly, ballast base 1 base also can be identical with the degree of dip in building berth face, to ensure that the top end surface of ballast base 1 is the level of state, both ensure that the vertical loaded state of whole device, ensure that base and building berth face coincide simultaneously, ballast base 1 is provided with the casing 11 placing ballast material, casing 11 is formed by Plate Welding, shape can be square box, also can be other shapes, ballast material is steel plate block, truss-like bolster stake 2 is vertically arranged on ballast base 1, arrangement for adjusting height 3 is arranged on the top of truss-like bolster stake 2, truss-like bolster stake 2 is main load-supporting parts of this device, comprise a center stand column 21 and four external uprights 22, external uprights 22 is arranged at the peripheral corner of truss-like bolster stake 2, strengthen connecting by diagonal brace 23 between two adjacent external uprights 22, truss-like bolster stake 2 is highly laterally provided with one deck half space 24 along short transverse at interval of 2 ~ 4 meters, half space 24 is steel platform, by half space 24, external uprights 22 and center stand column 21 are coupled together the truss forming horizontal direction, this structure defines the stability and enough rigidity that ensure that this device, half space 24 and diagonal brace 23, external uprights 22, integral truss-type pylon structure is formed between center stand column 21, vertical ladder 6 of ascending a height is arranged in pylon structure, formed by steel pipe manufacturing, ascend a height vertical ladder 6 in being crisscross arranged, one grade is highly arranged at interval of 200 ~ 400mm, convenient construction personnel ascend a height or on, lower platform, have a rest when conveniently ascending a height, ensure unlikely ground of falling from high altitude, job platform 5 is in square, be arranged on the top of truss-like bolster stake 2, job platform 5 is made up of angle steel and diamond plate, be welded on the post jamb of external uprights 22 of truss-like bolster stake 2, platform diagonal brace 52 is provided with between the bottom of job platform 5 and the post jamb of truss-like bolster stake 2, job platform 5 is provided with protection railing 51, arrangement for adjusting height 3 is arranged on the top of center stand column 21, arrangement for adjusting height 3 is adjustable pitch jack, work requirements scene adjustment putting position can be carried according to hull 8, workmen stands in and job platform 5 conveniently can carry out height to adjustable pitch jack regulates operation, the post jamb side, top of truss-like bolster stake 2 is provided with hanger 7, hanger 7 is four, be symmetricly set on the lateral wall of external uprights 22 respectively, make this device can facilitate stably Integral transporting with crane.
Below by the Material selec-tion of each parts of this device and design parameter, the utility model is described in more detail.
All part materials of the present embodiment are steel, material grade Q235-A.
As shown in Figure 4, ballast base 1 is made up of to brace panel in length and breadth base plate, base deck, base side plate, chassis interior, and specification is respectively: and base plate 24mm is thick × and 3000mm length × 3000mm is wide; Base deck 24mm is thick × and 2972mm length × 2972mm is wide; Base side plate 24mm is thick; Chassis interior is thick to brace panel 20mm in length and breadth.Wherein, base side plate gets the same gradient 1:20 of same building berth, ballast base plate and building berth face is coincide, makes base deck maintenance level simultaneously; Be paved with steel scrap in the casing 11 of ballast base 1, steel scrap is cut into neat fritter, puts even uniform, spot welding is fixed, for ballast.
As shown in Figure 1 and Figure 2, center stand column 21 is a steel pipe post, and specification Ф 426 × 12, is arranged at the center of truss-like bolster stake 2 in vertical shape, as the main bearing member supporting package unit.
External uprights 22 is four angle steel columns, specification L200 × 200 × 14, the corner of truss-like bolster stake 2 is arranged in vertical shape, as the auxiliary primary structure member supporting package unit, external uprights 22 is connected by diagonal brace 23 between any two, diagonal brace 23 is diagonal brace angle steel, specification L100 × 100 × 10, four external uprights 22 are made to form a vertical truss of entirety, arrange stressed, half space 24 arranges one deck at interval of 2 ~ 4 meters, for connecting four external uprights 22 and center stand column 21, package unit is made to form the stressed truss of entirety of horizontal direction, half space 24 can be had a rest for during personnel's ascending stair simultaneously, also ensure that being unlikely to personal height falls, vertical ladder 6 of ascending a height is made by the steel pipe of Ф 32 × 3, highly arranges one grade at interval of 300mm, scrunches when facilitating personnel upper and lower, hanger 7 totally four pieces, is arranged symmetrically in the corner at the top of truss-like bolster stake 2, thickness 20mm, is 10 tonnes of hangers, facilitates the handling of package unit, the adjustable pitch jack of arrangement for adjusting height 3 is 150 ~ 300 tonnes of mechanical jacks, be placed on the top of truss-like bolster stake 2, height stroke adjustment distance is 200mm, can realize regulating the short transverse of carrying segmentation, can need to adjust its installation site according to scene, protection railing 51 is the thick solid drawn pipe of ∮ 32mm × 3mm, be arranged on the surrounding of job platform 5, for personnel protection, job platform 5 6mm expanded metal lath is made, be arranged on the upper end post jamb of truss-like bolster stake 2, stand during convenient construction personnel operation, platform diagonal brace 52 is L100mm × 100mm × 10mm angle steel, and the bottom support being arranged in job platform 5 is welded on the post jamb of truss-like bolster stake 2.
The above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the prerequisite not departing from the utility model know-why; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.

Claims (10)

1. a building berth carries and uses hull support pylon, it is characterized in that: comprise ballast base, truss-like bolster stake and arrangement for adjusting height, wherein truss-like bolster stake is vertically arranged on ballast base, arrangement for adjusting height is arranged on the top of truss-like bolster stake, truss-like bolster stake comprises a center stand column and four external uprights, external uprights is arranged at the peripheral corner of truss-like bolster stake, truss-like bolster stake is laterally provided with some layers of half space along short transverse, center stand column is connected by half space with four external uprights, strengthen connecting by diagonal brace between adjacent external uprights, half space and diagonal brace, external uprights, integral truss-type pylon structure is formed between center stand column, be provided with in pylon structure for the upper and lower vertical ladder of ascending a height of operating personnel.
2. building berth lift-launch hull support pylon according to claim 1, it is characterized in that: described ballast base is made up of to brace panel in length and breadth base plate, base deck, base side plate, chassis interior, wherein base plate and building berth face coincide, base top is horizontal, and ballast base is provided with the casing depositing ballast material.
3. building berth lift-launch hull support pylon according to claim 2, it is characterized in that: described casing forms by by Plate Welding, ballast material is steel plate block.
4. building berth lift-launch hull support pylon according to claim 1, it is characterized in that: the top of described truss-like bolster stake is provided with tetragonal job platform, job platform is made up of angle steel and diamond plate, be welded on the post jamb of the external uprights of truss-like bolster stake, be provided with platform diagonal brace between the bottom of job platform and the post jamb of truss-like bolster stake, job platform is provided with protection railing.
5. building berth lift-launch hull support pylon according to claim 1, is characterized in that: described arrangement for adjusting height is adjustable pitch jack, and arrangement for adjusting height is arranged on the top of center stand column.
6. the building berth lift-launch hull support pylon according to the arbitrary claim of claim 1 to 5, is characterized in that: described center stand column is a steel pipe post, external uprights is four angle steel columns, and diagonal brace adopts angle steel diagonal brace.
7. the building berth lift-launch hull support pylon according to the arbitrary claim of claim 1 to 5, is characterized in that: described half space is steel platform, arranges one deck at interval of 2 ~ 4 meters.
8. the building berth lift-launch hull support pylon according to the arbitrary claim of claim 1 to 5, is characterized in that: described in vertical ladder of ascending a height formed by steel pipe manufacturing, vertical ladder of ascending a height, in being crisscross arranged, highly arranges one grade at interval of 200 ~ 400mm.
9. the building berth lift-launch hull support pylon according to the arbitrary claim of claim 1 to 5, is characterized in that: the post jamb side, top of described truss-like bolster stake is provided with hanger.
10. building berth lift-launch hull support pylon according to claim 9, is characterized in that: described hanger is four, is symmetricly set on respectively on the lateral wall of external uprights.
CN201520843769.XU 2015-10-28 2015-10-28 Building berth carries and supports pylon with hull Expired - Fee Related CN205168844U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520843769.XU CN205168844U (en) 2015-10-28 2015-10-28 Building berth carries and supports pylon with hull

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520843769.XU CN205168844U (en) 2015-10-28 2015-10-28 Building berth carries and supports pylon with hull

Publications (1)

Publication Number Publication Date
CN205168844U true CN205168844U (en) 2016-04-20

Family

ID=55732861

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520843769.XU Expired - Fee Related CN205168844U (en) 2015-10-28 2015-10-28 Building berth carries and supports pylon with hull

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110733619A (en) * 2018-07-20 2020-01-31 金钟英 Corner structure of scaffold device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110733619A (en) * 2018-07-20 2020-01-31 金钟英 Corner structure of scaffold device
CN110733619B (en) * 2018-07-20 2021-07-20 金钟英 Corner structure of scaffold device

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160420

Termination date: 20191028