CN104314181A - Node between vault petroleum storage tank reticulated shell ejector pins - Google Patents
Node between vault petroleum storage tank reticulated shell ejector pins Download PDFInfo
- Publication number
- CN104314181A CN104314181A CN201410568660.XA CN201410568660A CN104314181A CN 104314181 A CN104314181 A CN 104314181A CN 201410568660 A CN201410568660 A CN 201410568660A CN 104314181 A CN104314181 A CN 104314181A
- Authority
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- China
- Prior art keywords
- disk body
- node
- floor
- lower disk
- upper disk
- 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.)
- Granted
Links
- 239000003208 petroleum Substances 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 28
- 239000010959 steel Substances 0.000 claims abstract description 28
- 238000007493 shaping process Methods 0.000 claims description 17
- 238000010586 diagram Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The invention discloses a node between vault petroleum storage tank reticulated shell ejector pins. The node comprises plate components, bolts, nuts, springs and gaskets. The node has the advantages that the node is convenient to mount, small in overall stress in actual application, simple in structure, novel in concept, safe and reliable, and applicable to vault reticulated shell storage tanks above 20000m<3> in volume, and various pieces of forming steel are connected through the node by using fastening principles to form a reticulated shell.
Description
Technical field
The present invention relates to a kind of Dome roof tank net shell push rod intermediate node, belong to petrochemical industry warehousing and transportation facilities field.
Background technology
Latticed shell structure is widely used in civil engineering, and with in the majority in the large stadiums such as sports palace, its structure and technology are all comparatively ripe.Along with the development that product oil storage tank maximizes, Spatial Lattice Shells is adopted to become inexorable trend as storage tank tank deck.Although latticed shell structure has ripe theory and design considerations in building trade, how to be applied to large-scale storage tank and also to there is a lot of technical problem.Such as some node in-site installation is not convenient, causes installation cost higher; Some installs conveniently node, such as gusset-type joint, has again certain projection after installing at Nodes, affects the tight laminating of shaping steel screen structure and covering; And some node in the large span latticed shell structure of oil storage tank tank due to deadweight wait limit can not use; Some node strengths again cannot be up to standard in addition in addition.
Summary of the invention
The object of the invention is to overcome the deficiencies in the prior art, provide a kind of structure simple, use safety, reliably Dome roof tank net shell push rod intermediate node.
The object of the invention is to be achieved through the following technical solutions: a kind of Dome roof tank net shell push rod intermediate node, comprises lower disk body, upper disk body, six bolts, six nuts, six band Slot shaping steel; Lower disk body and upper disk body are laterally zygomorphic regular hexagon circulus, and there is tapped through hole at hexagon drift angle place, and every bar limit midpoint of hexagonal configuration is provided with a slit; Be made up of the wing plate of floor, two pieces of same shapes and size and the fixed block of two pieces of same shapes and size with Slot shaping steel, two fixed blocks are arranged on the both sides up and down of floor left end respectively, two blocks of wing plates are arranged on the both sides up and down of floor right-hand member respectively, and leave gap between the wing plate of homonymy and fixed block; The distance L1 in gap is identical with the thickness d 2 of upper disk body with lower disk body, and the thickness d 1 of floor is identical with the width L2 of slit, and the height H 1 of floor is the twice of slit length H2; The floor of gap location is inserted in lower disk body and upper disk body gap opposing upper and lower; Bolt through in lower disk body and upper disk body tapped through hole opposing upper and lower, and is fixed with nut.
Further, described lower disk body, upper disk body and band Slot shaping steel are Q345 steel component.
The present invention has following technique effect:
The first, bar intermediate node of the present invention is divided into upper and lower two disk bodies, and convenient to disassembly, in-site installation is with low cost and reliability is higher.
The second, band Slot shaping steel groove whole upper lower wing plate all contacts with disk body and stressed, therefore stress suffered by node entirety is less, avoids the phenomenon that stress is concentrated as much as possible, ensure that the safety of node.
3rd, bar intermediate node overall dimensions of the present invention is small and exquisite, makes with Q345 steel, conducts oneself with dignity also less, little to the burden of integral net shell structure.
4th, bar intermediate node of the present invention with become shaped steel to be connected and fixed aftershaping steel wing plate upper and lower surface there is no ledge, when making this node apply to oil storage tank tank latticed shell structure, covering and steel framework can be made better to fit tightly.
Accompanying drawing explanation
Fig. 1 is general structure schematic diagram of the present invention;
Fig. 2 is the top view of node of the present invention;
Fig. 3 is the slit schematic diagram that the upper and lower disk body of node fixes rear formation;
Fig. 4 is node upward view;
Fig. 5 is the schematic diagram of single band Slot shaping steel;
Fig. 6 is the schematic diagram of lower disk body;
Fig. 7 is node assembling schematic diagram;
Number in the figure: 1 time disk body, disk body on 2,3 bolts, 4 nuts, 5 band Slot shaping steel, 6 slits, 7 tapped through holes, 51 floors, 52 wing plates, 53 fixed blocks.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
As shown in the figures 1-4 and 6, a kind of Dome roof tank net shell push rod intermediate node, comprises lower disk body 1,4, six, upper disk body 2, six bolts 3, six nuts band Slot shaping steel 5; Lower disk body 1 and upper disk body 2 are laterally zygomorphic regular hexagon circulus, and there is tapped through hole 6 at hexagon drift angle place, and every bar limit midpoint of hexagonal configuration is provided with a slit 7;
As shown in Figure 5, be made up of floor 51, two pieces of same shapes and the wing plate 52 of size and the fixed block 53 of two pieces of same shapes and size with Slot shaping steel 5, two fixed blocks 53 are arranged on the both sides up and down of floor 51 left end respectively, two blocks of wing plates 52 are arranged on the both sides up and down of floor 51 right-hand member respectively, and leave gap between the wing plate 52 of homonymy and fixed block 53;
The distance L1 in gap is identical with the thickness d 2 of upper disk body 2 with lower disk body 1, makes to be with the wing plate groove of Slot shaping steel 5 just to block lower disk body 1 and upper disk body 2, secures the degree of freedom of the upper and lower and front and back of band Slot shaping steel 5.
The thickness d 1 of floor 51 is identical with the width L2 of slit 7, just blocks band Slot shaping steel 5, two, the left and right degree of freedom of fixed band Slot shaping steel 5.
The height H 1 of floor 51 is the twice of slit 7 length H2, and lower disk body 1 and upper disk body 2 are just fitted tightly;
As shown in Figure 7, the floor 51 of gap location is inserted in lower disk body 1 and upper disk body 2 gap 7 opposing upper and lower; Bolt 3 through in lower disk body 1 and upper disk body 2 tapped through hole opposing upper and lower, and is fixed with nut 4.
Described lower disk body 1, upper disk body 2 and band Slot shaping steel 5 are Q345 steel component.
In the top margin of lower disk body 1 and upper disk body 2, rounding process has all been done in outside, concentrates, increase application life to reduce stress.
Bolt 3 and nut 4, for fixing lower disk body 1 and upper disk body 2, according to engineering actual demand, also can add corresponding pad and spring, to increase fastening effect.
Operating principle of the present invention is as follows:
Net shell node of the present invention is mainly used on the net shell node between Dome roof tank net shell push rod part, passes through into shaped steel and be connected between node, the whole latticed shell structure of final composition.Node of the present invention is the mode of draw-in groove with the mode becoming shaped steel to be connected, and so increases the contact area of node and rod member, decreases stress and concentrates, make node more safe and reliable.Meanwhile, node of the present invention adopts orthohexagonal structure, and a node can be connected with six rods simultaneously, meets the quantitative requirement of large-scale individual layer or double-layer latticed shell structure net shell node link rod member.In addition, node structure of the present invention is simple, and shape is less, and weight is also comparatively light, and therefore the load that produces for latticed shell structure of node itself is less, stablizing of favourable latticed shell structure.Because Large Oil Storage groove tank latticed shell structure is all stamped covering usually, and the part that node structure of the present invention makes rod member and node point connection not give prominence to, therefore when covering is changed on the net shell of steel rod member formation, laminating is comparatively tight, reduces covering and heaves the risk come off.
Claims (2)
1. a Dome roof tank net shell push rod intermediate node, is characterized in that: comprise lower disk body (1), upper disk body (2), six bolts (3), six nuts (4), six bands Slot shaping steel (5); Lower disk body (1) and upper disk body (2) are laterally zygomorphic regular hexagon circulus, and there is tapped through hole (6) at hexagon drift angle place, and every bar limit midpoint of hexagonal configuration has a slit (7); Band Slot shaping steel (5) is made up of with the two block-shaped fixed blocks identical with size (53) floor (51), the two block-shaped wing plates identical with size (52), two fixed blocks (53) are arranged on the both sides up and down of floor (51) left end respectively, two pieces of wing plates (52) are arranged on the both sides up and down of floor (51) right-hand member respectively, and all have gap between the wing plate of homonymy (52) and fixed block (53); The distance in gap is identical with the thickness of upper disk body (2) with lower disk body (1), and the thickness of floor (51) is identical with the width of slit (7), and the height of floor (51) is the twice of slit (7) length; Floor (51) is inserted in lower disk body (1) and upper disk body (2) gap opposing upper and lower (7); Bolt (3) through in lower disk body (1) and upper disk body (2) tapped through hole opposing upper and lower, and is fixed with nut (4).
2. Dome roof tank net shell push rod intermediate node according to claim 1, is characterized in that: described lower disk body (1), and upper disk body (2) and band Slot shaping steel (5) are Q345 steel component.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410568660.XA CN104314181B (en) | 2014-10-22 | 2014-10-22 | Vault top of net shell of oil storage tank bar intermediate node |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410568660.XA CN104314181B (en) | 2014-10-22 | 2014-10-22 | Vault top of net shell of oil storage tank bar intermediate node |
Publications (2)
Publication Number | Publication Date |
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CN104314181A true CN104314181A (en) | 2015-01-28 |
CN104314181B CN104314181B (en) | 2016-07-06 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201410568660.XA Expired - Fee Related CN104314181B (en) | 2014-10-22 | 2014-10-22 | Vault top of net shell of oil storage tank bar intermediate node |
Country Status (1)
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CN (1) | CN104314181B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113350756A (en) * | 2021-05-17 | 2021-09-07 | 洛阳师范学院 | Football door convenient to change net |
CN113719173A (en) * | 2020-05-25 | 2021-11-30 | 中国石油化工股份有限公司 | Skin plate connecting structure, net shell for storage tank and storage tank structure |
CZ309333B6 (en) * | 2021-08-17 | 2022-08-31 | ROON s.r.o. | Structural rod connecting element and geodetic dome with this connecting element |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1034601A (en) * | 1988-01-12 | 1989-08-09 | 奥塔诺姆建筑元件推销股份有限公司 | Constitute the structural member of bearing support |
US5396748A (en) * | 1994-03-24 | 1995-03-14 | Rogers; David J. | Joint construction for suspended ceiling system |
DE20016876U1 (en) * | 2000-09-29 | 2001-09-20 | Element-System Rudolf Bohnacker GmbH, 89616 Rottenacker | Structure with node connectors |
CN201221134Y (en) * | 2008-07-08 | 2009-04-15 | 上海信安幕墙建筑装饰有限公司 | Building girders connecting components |
KR101002768B1 (en) * | 2008-05-23 | 2010-12-27 | 배순직 | Dome-shaped building |
CN103469901A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo latticed shell hollow sphere connecting joint welded with steel insertion sheets and installing method |
CN204151909U (en) * | 2014-10-22 | 2015-02-11 | 浙江大学 | A kind of vault net shell of oil storage tank push rod intermediate node |
-
2014
- 2014-10-22 CN CN201410568660.XA patent/CN104314181B/en not_active Expired - Fee Related
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1034601A (en) * | 1988-01-12 | 1989-08-09 | 奥塔诺姆建筑元件推销股份有限公司 | Constitute the structural member of bearing support |
US5396748A (en) * | 1994-03-24 | 1995-03-14 | Rogers; David J. | Joint construction for suspended ceiling system |
DE20016876U1 (en) * | 2000-09-29 | 2001-09-20 | Element-System Rudolf Bohnacker GmbH, 89616 Rottenacker | Structure with node connectors |
KR101002768B1 (en) * | 2008-05-23 | 2010-12-27 | 배순직 | Dome-shaped building |
CN201221134Y (en) * | 2008-07-08 | 2009-04-15 | 上海信安幕墙建筑装饰有限公司 | Building girders connecting components |
CN103469901A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo latticed shell hollow sphere connecting joint welded with steel insertion sheets and installing method |
CN204151909U (en) * | 2014-10-22 | 2015-02-11 | 浙江大学 | A kind of vault net shell of oil storage tank push rod intermediate node |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113719173A (en) * | 2020-05-25 | 2021-11-30 | 中国石油化工股份有限公司 | Skin plate connecting structure, net shell for storage tank and storage tank structure |
CN113350756A (en) * | 2021-05-17 | 2021-09-07 | 洛阳师范学院 | Football door convenient to change net |
CZ309333B6 (en) * | 2021-08-17 | 2022-08-31 | ROON s.r.o. | Structural rod connecting element and geodetic dome with this connecting element |
Also Published As
Publication number | Publication date |
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CN104314181B (en) | 2016-07-06 |
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Granted publication date: 20160706 |