CN109319040A - A kind of scaffold building method for hull turn of the bilge region - Google Patents
A kind of scaffold building method for hull turn of the bilge region Download PDFInfo
- Publication number
- CN109319040A CN109319040A CN201811175319.2A CN201811175319A CN109319040A CN 109319040 A CN109319040 A CN 109319040A CN 201811175319 A CN201811175319 A CN 201811175319A CN 109319040 A CN109319040 A CN 109319040A
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- CN
- China
- Prior art keywords
- steel pipe
- scaffold
- plate
- support
- collet
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B71/00—Designing vessels; Predicting their performance
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C5/00—Equipment usable both on slipways and in dry docks
- B63C5/02—Stagings; Scaffolding; Shores or struts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C5/00—Equipment usable both on slipways and in dry docks
- B63C5/02—Stagings; Scaffolding; Shores or struts
- B63C2005/025—Stagings, or scaffolding, i.e. constructions providing temporary working platforms on slipways, in building or repair docks, or inside hulls
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a kind of scaffold building methods for hull turn of the bilge region, this method is easy to operate, it is convenient, by installing special foot trick plate and the support of the first collet on outside plate, eye plate support is fixed on foot trick plate, vertical steel pipe is fixed in the support of the first collet, first level steel pipe is fixed between vertical steel pipe and eye plate support, to constitute the stress frame of scaffold, then scaffold board and railing are installed on the stress frame, just a complete scaffold is set up into, the scaffold reduces foot hand material while meeting site operation requirement, and the scaffold is suspended on outside plate, segmentation can be followed to move, when other mobile operating areas of segmentation, without repeating to set up scaffold, both the construction time has been saved, also save construction cost, improve shipbuilding efficiency.
Description
Technical field
The present invention relates to shipbuilding technical fields, more particularly to a kind of scaffold building for hull turn of the bilge region
Method.
Background technique
The turn of the bilge segmentation of large ship is typically all that normal state is built, and the line style in bilge plank region is larger, to realize the area
The construction in domain, past are all to set up landing leg hand.And landing leg hand is set up there are certain limitation, what is on the one hand used set up
Material is more, and segmentation on the other hand can not be followed to move, and is segmented shift position every time and requires to set up again.
Summary of the invention
The purpose of the present invention is overcome the deficiencies in the prior art, designs a kind of scaffold for hull turn of the bilge region and take
Equipment, method, the foot hand for solving existing hull turn of the bilge region, which is set up, sets up material using more, and needs weight upon motion of the segments
The problem of setting up again.
In order to achieve the above objectives, the technical scheme adopted by the invention is that:
A kind of scaffold building method for hull turn of the bilge region, specifically includes the following steps:
Step 1: according to hull bilge plank line style, welding multiple foot trick plates, multiple foot hands along its width direction on outside plate
Eye plate is arranged in a linear, and the horizontal distance between two neighboring foot trick plate is maintained at 1400mm-2400mm；
Step 2: fixing an eye plate support on each foot trick plate, eye plate is made to support vertical hanging；
Step 3: fix multiple corresponding with the foot trick plate the first collets supports at the top of outside plate, the of corresponding position
The support of one collet is parallel with outside plate bus with the line between foot trick plate；
Step 4: fixing a vertical steel pipe in the support of each first collet, make vertical steel pipe vertical hanging；
Step 5: first level steel pipe is fixed along beam direction and ship bow stern direction between eye plate support and vertical steel pipe,
It fixes a joint steel pipe vertically on each first level steel pipe, it is horizontal that second is installed between joint steel pipe and vertical steel pipe
Steel pipe forms the stress frame of scaffold；
Step 6: scaffold board and railing being installed on stress frame, form complete scaffold.
Preferably, further include step 5.1 after the step 5: fixing the support of the second collet in the two sides of outside plate, adopt
The second collet is supported with fastener and is mutually fixed with first level steel pipe.
Preferably, second collet support is identical with the structure that the first collet supports, including clamping part, is fixed on
Connecting rod on clamping part, the clamping part are equipped with the U-shaped folder slot to clamp outside plate, are equipped with fastening on U-shaped folder slot
Bolt.
Preferably, the specific steps of scaffold board and railing are installed on stress frame in the step 6 are as follows:
Step 6.1: non-floating rail is distinguished on joint steel pipe and vertical steel pipe；
Step 6.2: laying scaffold board on first level steel pipe and the second horizontal steel tube, form complete scaffold.
Preferably, the height between second horizontal steel tube and first level steel pipe should be high not less than a people.
Preferably, the foot trick plate is fully welded on outside plate, is opened up on the ontology of foot trick plate there are two fixation hole.
Preferably, eye plate support includes fixed part, the support rod being welded on fixed part, and the fixed part is equipped with
The size of two mounting holes, the two mounting holes is identical as the size of fixation hole on foot trick plate, and the pitch-row of two mounting holes
It is equal with the pitch-row of two fixation holes.
Positive beneficial effect of the invention: scaffold building method of the invention is simple, convenient, by outside plate
Special foot trick plate and the support of the first collet are installed, eye plate support is fixed on foot trick plate, it is solid in the support of the first collet
Fixed vertical steel pipe fixes first level steel pipe between vertical steel pipe and eye plate support, to constitute the stress frame of scaffold
Then frame installs scaffold board and railing on the stress frame, just sets up into a complete scaffold, which is meeting
Site operation reduces foot hand material while requirement, and the scaffold is suspended on outside plate, and segmentation can be followed to move, work as segmentation
When other mobile operating areas, scaffold is set up without repeating, the construction time has both been saved, has also saved construction cost, mentioned
High shipbuilding efficiency.
Detailed description of the invention
In order to become apparent to illustrate the embodiment of the present invention or technical solution in the prior art, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the schematic diagram that foot hand of the present invention is set up.
Fig. 2 be in Fig. 1 A-A to sectional view.
Fig. 3 is the structural schematic diagram of foot trick plate.
Fig. 4 is the structural schematic diagram of eye plate support.
Fig. 5 is the structural schematic diagram that the first collet supports and/or the second collet supports.
The concrete meaning of figure label are as follows: 1 is outside plate, and 2 be foot trick plate, and 3 support for eye plate, and 4 support for the first collet,
5 be vertical steel pipe, and 6 be first level steel pipe, and 7 be scaffold board, and 8 be railing, and 9 be the second horizontal steel tube, and 10 be the second collet branch
Support, 11 be clamping part, and 12 be connecting rod, and 13 be U-shaped folder slot, and 14 be fastening bolt, and 15 be fixation hole, and 16 be fixed part, and 17 are
Support rod, 18 be mounting hole, and 19 be joint steel pipe.
Specific embodiment
In order to make the objectives, technical solutions and advantages of the present invention clearer, below by shown in the accompanying drawings specific
Embodiment describes the present invention.However, it should be understood that these descriptions are merely illustrative, and it is not intended to limit model of the invention
It encloses.In addition, in the following description, descriptions of well-known structures and technologies are omitted, it is of the invention to avoid unnecessarily obscuring
Concept.
It is only to be not intended to be limiting the disclosure merely for for the purpose of describing particular embodiments in the term that the disclosure uses.
The "an" of the singular used in disclosure and the accompanying claims book, " described " and "the" are also intended to including majority
Form, unless the context clearly indicates other meaning.
It will be appreciated that though various information, but this may be described using term first, second, third, etc. in the disclosure
A little information should not necessarily be limited by these terms.These terms are only used to for same type of information being distinguished from each other out.For example, not departing from
In the case where disclosure range, the first information can also be referred to as the second information, and similarly, the second information can also be referred to as
One information.
In the description of the present invention, it is to be understood that, term " longitudinal direction ", " transverse direction ", "upper", "lower", "front", "rear",
The orientation or positional relationship of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is based on attached drawing institute
The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, rather than the dress of indication or suggestion meaning
It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to limit of the invention
System.
Illustrate present embodiment, the scaffold building method for hull turn of the bilge region of the invention, tool in conjunction with Fig. 1-Fig. 5
Body the following steps are included:
Step 1: according to hull bilge plank line style, welding multiple foot trick plates 2, multiple feet along its width direction on outside plate 1
Trick plate 2 is arranged in a linear, and the horizontal distance between two neighboring foot trick plate 2 is maintained at 1400mm-2400mm.
The foot trick plate 2 is fully welded on outside plate 1, is opened up on the ontology of foot trick plate 2 there are two fixation hole 15.
Step 2: fixing an eye plate support 3 on each foot trick plate 2, eye plate is made to support 3 vertical hangings.
The eye plate support 3 includes fixed part 16, the support rod 17 being welded on fixed part 16, is set on the fixed part 16
There are two mounting holes 18, and the size of the two mounting holes is identical as the size of fixation hole on foot trick plate, and the two mounting holes
Pitch-row it is equal with the pitch-row of two fixation holes of foot trick plate.
Step 3: fix multiple first collets support 4 at the top of outside plate 1, the installation site of the first collet support 4 with it is described
The position of foot trick plate 2 is corresponding, i.e., the line and outside plate between the foot trick plate of a certain first collet support corresponding thereto
Bus is parallel.
First collet support 4 includes clamping part 11, fixed connecting rod 12 on the holder portion, on the clamping part 11
Equipped with the U-shaped folder slot 13 to clamp outside plate, fastening bolt 14 is installed on U-shaped folder slot 13.
When first collet support 4 is installed, by 1 top card of outside plate in U-shaped folder slot 13, fastening bolt 14 is then tightened, from
And the first collet support 4 is fixedly secured on outside plate 1.
Step 4: fixing a vertical steel pipe 5 in each first collet support 4, make vertical 5 vertical hanging of steel pipe.It is described
It is connected firmly between first collet support 4 and vertical steel pipe 5 using fastener.
Step 5: fixing the first water along beam direction and ship bow stern direction between eye plate support 3 and vertical steel pipe 5
Flat steel pipe 6 fixes a joint steel pipe 19 vertically on every first level steel pipe 6, joint steel pipe 19 and vertical steel pipe 5 it
Between the second horizontal steel tube 9 is installed, form the stress frame of scaffold.
Preferably, further include step 5.1 after first level steel pipe 6 fixes: fixing second in the two sides of outside plate 1
Collet support 10 is fixed the second collet support 10 with 6 phase of first level steel pipe using fastener, to enhance the stabilization of stress frame
Property and structural strength.
The second collet support 10 is identical as the structure of the first collet support 4.
Step 6: scaffold board 7 and railing 8 being installed on stress frame, form complete scaffold.
Specifically, firstly, distinguishing non-floating rail 8 on joint steel pipe 19 and vertical steel pipe 5；Then, in first level steel
Scaffold board 7 is laid on pipe 6 and the second horizontal steel tube 9, forms complete scaffold.Second horizontal steel tube 9 and first level
Height between steel pipe 6 should be high not less than a people.
Finally it should be noted that: the above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof；To the greatest extent
The present invention is described in detail with reference to preferred embodiments for pipe, those of ordinary skills in the art should understand that；Still
It can modify to a specific embodiment of the invention or some technical features can be equivalently replaced；Without departing from this hair
The spirit of bright technical solution should all cover within the scope of the technical scheme claimed by the invention.
Claims (7)
1. a kind of scaffold building method for hull turn of the bilge region, which is characterized in that specifically includes the following steps:
Step 1: according to hull bilge plank line style, multiple foot trick plates (2) are welded along its width direction on outside plate (1), it is more
A foot trick plate (2) is arranged in a linear, and the horizontal distance between two neighboring foot trick plate (2) is maintained at 1400mm-2400mm；
Step 2: fixing an eye plate support (3) on each foot trick plate (2), eye plate is made to support (3) vertical hanging；
Step 3: fixed multiple the first collet supports (4) corresponding with the foot trick plate, corresponding position at the top of outside plate (1)
The first collet support at place is parallel with outside plate bus with the line between foot trick plate；
Step 4: fixing a vertical steel pipe (5) in each first collet support (4), make vertical steel pipe (5) vertical hanging；
Step 5: fixing the first water along beam direction and ship bow stern direction between eye plate support (3) and vertical steel pipe (5)
Flat steel pipe (6) fixes a joint steel pipe (19) vertically on each first level steel pipe (6), in joint steel pipe (19) and erects
Second horizontal steel tube (9) are installed between straight steel pipe (5), form the stress frame of scaffold；
Step 6: scaffold board (7) and railing (8) being installed on stress frame, form complete scaffold.
2. the scaffold building method according to claim 1 for hull turn of the bilge region, which is characterized in that the step
Further include step 5.1 after 5: fixing the second collet support (10) in the two sides of outside plate (1), supported the second collet using fastener
(10) it is mutually fixed with first level steel pipe (6).
3. the scaffold building method according to claim 2 for hull turn of the bilge region, which is characterized in that described second
Collet supports (10) identical with the first collet support structure of (4), including clamping part (11), fixed connecting rod on the holder portion
(12), the clamping part (11) is equipped with the U-shaped folder slot (13) to clamp outside plate, is equipped with fastening bolt on U-shaped folder slot
(14).
4. the scaffold building method according to claim 1 for hull turn of the bilge region, which is characterized in that the step
The specific steps of scaffold board and railing are installed on stress frame in 6 are as follows:
Step 6.1: on joint steel pipe (19) and vertical steel pipe (5) respectively non-floating rail (8)；
Step 6.2: laying scaffold board (7) on first level steel pipe (6) and the second horizontal steel tube (9), form complete foot hand
Frame.
5. the scaffold building method according to claim 4 for hull turn of the bilge region, which is characterized in that described second
Height between horizontal steel tube (9) and first level steel pipe (6) should be high not less than a people.
6. the scaffold building method according to claim 1 for hull turn of the bilge region, which is characterized in that the foot hand
Eye plate (2) is fully welded on outside plate (1), is opened up on the ontology of foot trick plate (2) there are two fixation hole (15).
7. the scaffold building method according to claim 6 for hull turn of the bilge region, which is characterized in that eye plate support
(3) include fixed part (16), the support rod (17) being welded on fixed part, set that there are two mounting holes on the fixed part (16)
(18), the size of the two mounting holes is identical as the size of fixation hole on foot trick plate, and the pitch-row of two mounting holes and two
The pitch-row of fixation hole is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811175319.2A CN109319040A (en) | 2018-10-10 | 2018-10-10 | A kind of scaffold building method for hull turn of the bilge region |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811175319.2A CN109319040A (en) | 2018-10-10 | 2018-10-10 | A kind of scaffold building method for hull turn of the bilge region |
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| Publication Number | Publication Date |
|---|---|
| CN109319040A true CN109319040A (en) | 2019-02-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811175319.2A Pending CN109319040A (en) | 2018-10-10 | 2018-10-10 | A kind of scaffold building method for hull turn of the bilge region |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110053735A (en) * | 2019-03-15 | 2019-07-26 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for Large LNG bilge portion ballast tank region |
| CN110239691A (en) * | 2019-05-29 | 2019-09-17 | 中船澄西船舶修造有限公司 | A kind of chemical tanker oil cargo tank tool scaffold |
| CN110371272A (en) * | 2019-06-20 | 2019-10-25 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for the cabin LNG |
| CN110386232A (en) * | 2019-06-14 | 2019-10-29 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method in container ship side hatch coaming region |
| CN111572728A (en) * | 2020-06-09 | 2020-08-25 | 大连中远海运川崎船舶工程有限公司 | Ship scaffold erecting auxiliary device and using method thereof |
| CN111942547A (en) * | 2020-06-30 | 2020-11-17 | 上海江南长兴造船有限责任公司 | Pre-lapping method for scaffold at butt joint of ship bulkhead |
| CN112093003A (en) * | 2020-09-03 | 2020-12-18 | 招商局邮轮制造有限公司 | Installation method of marine scaffold wall connecting piece |
| CN116353759A (en) * | 2023-03-11 | 2023-06-30 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110053735A (en) * | 2019-03-15 | 2019-07-26 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for Large LNG bilge portion ballast tank region |
| CN110239691A (en) * | 2019-05-29 | 2019-09-17 | 中船澄西船舶修造有限公司 | A kind of chemical tanker oil cargo tank tool scaffold |
| CN110239691B (en) * | 2019-05-29 | 2024-03-19 | 中船澄西船舶修造有限公司 | Chemical tanker cargo oil tank frock scaffold |
| CN110386232A (en) * | 2019-06-14 | 2019-10-29 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method in container ship side hatch coaming region |
| CN110371272A (en) * | 2019-06-20 | 2019-10-25 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for the cabin LNG |
| CN111572728A (en) * | 2020-06-09 | 2020-08-25 | 大连中远海运川崎船舶工程有限公司 | Ship scaffold erecting auxiliary device and using method thereof |
| CN111942547A (en) * | 2020-06-30 | 2020-11-17 | 上海江南长兴造船有限责任公司 | Pre-lapping method for scaffold at butt joint of ship bulkhead |
| CN112093003A (en) * | 2020-09-03 | 2020-12-18 | 招商局邮轮制造有限公司 | Installation method of marine scaffold wall connecting piece |
| CN116353759A (en) * | 2023-03-11 | 2023-06-30 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
| CN116353759B (en) * | 2023-03-11 | 2023-10-13 | 江苏扬子鑫福造船有限公司 | Hull bilge structure, preparation method thereof and dock block for bilge structure construction |
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Application publication date: 20190212 |