CN205917841U - Space prevents that silo explosion stores up structure system - Google Patents
Space prevents that silo explosion stores up structure system Download PDFInfo
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- CN205917841U CN205917841U CN201620561946.XU CN201620561946U CN205917841U CN 205917841 U CN205917841 U CN 205917841U CN 201620561946 U CN201620561946 U CN 201620561946U CN 205917841 U CN205917841 U CN 205917841U
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- storage structures
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Abstract
The utility model provides a space prevents that silo explosion stores up structure system, this system of includes the enclosure structure of major structure and major structure, the major structure is including basis, outer frame post, roofing frame member, outer wall and roof boarding, it has at least one to let out the seam broken to open on the roof boarding, becoming the spatial structure system through linking top beam connected between enclosure structure and the major structure, should linking the one end and outer frame support connnection of back timber, the other end that links the back timber is connected with the top surface of enclosure structure. This construction method includes in proper order that construction basis, the outer frame post of construction, construction frame roof beam link member and construction roof boarding with outer wall, construction enclosure structure, construction. The utility model has the characteristics of protect layer upon layer and the atress is clear and definite, the anti ability of collapsing in house increases substantially and goes with fire behavior surrounding building.
Description
Technical field
This utility model is related to a kind of space explosion-proof storage structures system.
Background technology
Existing dangerous goods storehouse structural system is usually the reinforced concrete bent structure middle of large span, and this structure has to be applied
Work is quick, cheap shortcoming, but also has fire-resistance calamity explosion property poor, preferably destroys the shortcoming collapsed.August 12 in 2015
Day, there is special fire disaster explosion accident in PORT OF TIANJIN dangerous goods store storehouse, cause that 165 people are wrecked, 8 people are missing, 798 people
Injured, 304 building buildings, 12428 commercial automobiles, 7533 containers are impaired.By on December 10th, 2015, according to " enterprise
Industry worker's casualty accident economic loss statistical standard " etc. standard and designated statistics, the direct economic loss 68.66 hundred million appraised and decided
Unit.Fire prevention, the dangerous materials storage structures of uprising poor performance have serious potential safety hazard, may bring serious consequence.
At present, how to find a kind of can fire protecting performance be good, well uprising performance new structural systen becomes dangerous materials
Storage faces an important difficult problem.
Utility model content
The purpose of this utility model is to provide a kind of space explosion-proof storage structures system, will solve existing dangerous goods storehouse knot
Structure system fire-resistance calamity explosion property is poor, preferably destroy collapse, the great technical problem of potential safety hazard.
For achieving the above object, this utility model adopts the following technical scheme that
A kind of explosion-proof storage structures system in space, including agent structure and fence structure, described agent structure include basis,
Housing trestle, roofing frame member, exterior wall and roof boarding,
At least one venting of dust explosion mouth is had on described roof boarding；By linking component between described fence structure and agent structure
Connect into space structure system.
Described housing trestle, roofing frame member, exterior wall and roof boarding are respectively site concrete or prefabricated components.
The described component that links is linking beam, and one end of this linking beam is connected with housing trestle, the other end of described linking beam
It is connected with fence structure.
Described fence structure includes enclosure wall and enclosing wall column, and described enclosure wall is reinforced concrete wall, steel plate wall or steel plate steel
Reinforced concrete faced wall, described enclosing wall column is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel
Post.
The set location of described enclosing wall column is connected with housing trestle in the outside of outer frame column, one end of described linking beam,
The other end of linking beam is connected with enclosure wall or enclosing wall column.
It is provided with support, described support is knighthead, buttress between described housing trestle and/or enclosing wall column and linking beam
Or counterfort wall.
Described basis is reinforced concrete foundation, and the form on basis is isolated footing, raft foundation, beam foundation or stake
Base, is provided with basic straining beam between described basis.
Described roof boarding is reinforced concrete roof board or steel house panel.
Described housing trestle is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel column.
The form of described roofing frame member is beam or truss, and described beam is reinforced beam, girder steel, steel-coagulation
Native combination beam or steel-reinforced concrete beam, the rod member of described truss can be steel reinforced concrete pole part, steel rod elements, steel-mixed
Solidifying soil combined member bar or steel-concrete combined member bar.
Compared with prior art this utility model has the characteristics that and beneficial effect:
First, Adjacent Buildings are protected layer by layer and stress is clear and definite.
The explosion-proof storage structures system in space of the present utility model arranges venting of dust explosion mouth on roof boarding, simultaneously housing trestle with enclose
Wall column constitutes a space structure by linking component, so that agent structure and fence structure is connected.This space structure exists
In fire and blast, the venting of dust explosion mouth of this system constitutes the first line of defence so that explosive is from venting of dust explosion mouth to flying in the air；Exterior wall structure
Become second defence line, enclosure wall constitutes three lines of defence, multiple defence line is protected layer by layer to Adjacent Buildings and workman, thus altogether
With the impact to periphery personnel and property of minimizing fire and blast.
2nd, house collapse resistant capacity increases substantially.
The second defence line of the explosion-proof storage structures system in space of the present utility model and three lines of defence also by frame column,
Link component, agent structure and fence structure are constituted a space-load entirety, thus jointly reducing fire and blast to week
Side personnel and the impact of property, the more common framed bent formula storage fire-resistance capability of antidetonance increase substantially so that house in fire and
It is difficult in blast to collapse.
3rd, fire protecting performance is good.
The explosion-proof storage structures system in space of the present utility model adopts the preferable reinforced concrete wall of fire resistance and reinforcing bar
When concrete column, steel framed reinforced concrete column or steel core concrete column, greatly improve fire protecting performance.
Brief description
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the planar structure schematic diagram of this utility model structural system embodiment one.
Fig. 2 is the facade structures schematic diagram of a-a section in Fig. 1.
Fig. 3 is the facade structures schematic diagram of this utility model structural system embodiment two.
Fig. 4 is the facade structures schematic diagram of this utility model structural system embodiment three.
Fig. 5 is the facade structures schematic diagram of this utility model structural system example IV.
Fig. 6 is the planar structure schematic diagram of this utility model structural system embodiment five.
Fig. 7 is the planar structure schematic diagram of this utility model structural system embodiment six.
Fig. 8 is the planar structure schematic diagram of this utility model structural system embodiment seven.
Reference: 1- basis, 2- housing trestle, 3- roofing frame member, 4- exterior wall, 5- roof boarding, 6- let out
Seam broken, 7- link component, 8- enclosure wall, 9- enclosing wall column, 10- support, 11- basis straining beam.
Specific embodiment
Referring to shown in Fig. 1-2, a kind of explosion-proof storage structures system in space, including agent structure and agent structure for embodiment one
Fence structure, described agent structure includes basis 1, housing trestle 2, roofing frame member 3, exterior wall 4 and roof boarding 5, described
One venting of dust explosion mouth 6 is had on roof boarding 5.Described housing trestle 2, roofing frame member 3, exterior wall 4 and roof boarding 5 are respectively cast-in-place
Component or prefabricated components.
Described basis is reinforced concrete foundation, and the form on basis is isolated footing, can also be in other embodiments
Raft foundation, beam foundation or pile foundation, described roof boarding is reinforced concrete roof board, can also be in other embodiments
Steel house panel.
Described housing trestle is reinforced column, in other embodiments can also steel framed reinforced concrete column, steel pipe
Concrete column or steel column.
The form of roofing frame member described in the present embodiment is beam, and material is reinforced beam, in other embodiments
Middle material can also be girder steel, steel-concrete composite beam, steel-reinforced concrete beam or girder truss.
Space structure system is connected into by linking component 7 between described fence structure and agent structure.Described enclosure wall knot
Structure includes enclosure wall 8 and enclosing wall column 9.This enclosure wall 8 is reinforced concrete wall, can also be steel plate wall or steel in other embodiments
Slab reinforced concrete faced wall.This enclosing wall column 9 is reinforced column, can also be reinforcing bar reinforced concrete in other embodiments
Earth pillar, steel core concrete column or steel column, the outside being arranged on housing trestle 2 of described enclosing wall column 9, with outside framework in this example
The position of post 2 corresponds, and the described component 7 that links is linking beam, and one end of this linking beam is connected with housing trestle 2, linking beam
The other end be connected with the top surface of enclosing wall column 9.
Embodiment two is shown in Figure 3, and from unlike embodiment one, the form of described roofing frame member is truss
Beam, material is reinforced beam, and material can also be girder steel, steel-concrete composite beam, steel-reinforcing bar in other embodiments
Concrete combination beam.
Embodiment three is shown in Figure 4, from unlike embodiment one, is provided with basic straining beam 11 between described basic 1.
Example IV is shown in Figure 5, and unlike embodiment one, described housing trestle 2 and enclosing wall column 9 and linking beam
Between be equipped with support 10, support as brace.
Embodiment five is shown in Figure 6, and from unlike example IV, supporting of body of wall side is additional counterfort wall,
Opposite side is brace, and counterfort wall and brace are used in mixed way.
Embodiment six is shown in Figure 7, and from unlike embodiment one, described venting of dust explosion mouth 6 centrosymmetry is provided with two.
Embodiment seven is shown in Figure 8, and from unlike embodiment one, described venting of dust explosion mouth 6 centrosymmetry is provided with four.
The explosion-proof storage structures system in this described space and its construction method, construction procedure is as follows:
Step one, by storage structures storage dangerous goods quality, agent structure is included basis 1, housing trestle 2,
Roofing frame member 3, exterior wall 4 and roof boarding 5 carry out the design in form, material, size and section.
Step 2, designs position, size and the number of venting of dust explosion mouth 6 on roof boarding.
Step 3, construction basis 1, basic straining beam 11 of herein can constructing between basis.
Step 4, construction housing trestle 2, exterior wall 4 and fence structure on basis 1, including construction enclosure wall 8 and construction enclosure wall
Post 9.
Step 4 simultaneously or after, Construction Support 10 between agent structure and/or fence structure.
Step 5, roofing frame member 3 of constructing between outer frame column 2.
Step 6, construction between agent structure and fence structure links component 7, will link one end and the housing of component 7
Trestle 2 connects, and the other end linking component 7 is connected with enclosure wall 8 or enclosing wall column 9, described in outer frame column 2 and/or enclosing wall column 9
Between Construction Support 10.
Step 7, the roof boarding 5 with venting of dust explosion mouth of constructing on roofing frame member 3.
Venting of dust explosion mouth 6 in step 2 is opening that is prefabricated on roof boarding or pouring for live formwork, if prefabricated, carries
Advance into factory process, if live formwork pours, need in step 7 formwork and pour together with roof boarding.
Claims (10)
1. a kind of explosion-proof storage structures system in space it is characterised in that: include agent structure and fence structure, described agent structure
Including basic (1), housing trestle (2), roofing frame member (3), exterior wall (4) and roof boarding (5), described roof boarding (5) is opened
There is at least one venting of dust explosion mouth (6)；Space structure body is connected into by linking component (7) between described fence structure and agent structure
System.
2. the explosion-proof storage structures system in space according to claim 1 it is characterised in that: described housing trestle (2), roofing
Frame member (3), exterior wall (4) and roof boarding (5) are respectively site concrete or prefabricated components.
3. the explosion-proof storage structures system in space according to claim 2 it is characterised in that: the described component (7) that links is even
Binder, one end of this linking beam is connected with housing trestle (2), and the other end of described linking beam is connected with fence structure.
4. the explosion-proof storage structures system of the space according to Claims 2 or 3 it is characterised in that: described fence structure includes
Enclosure wall (8) and enclosing wall column (9), described enclosure wall (8) is reinforced concrete wall, steel plate wall or steel plate reinforced concrete combination wall,
Described enclosing wall column (9) is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel column.
5. the explosion-proof storage structures system in space according to claim 4 it is characterised in that: the setting of described enclosing wall column (9)
Position is connected with housing trestle (2) in the outside of outer frame column (2), one end of described linking beam, the other end of linking beam with enclose
Wall (8) or enclosing wall column (9) connect.
6. the explosion-proof storage structures system in space according to claim 5 it is characterised in that: described housing trestle (2) and/or
Enclosing wall column (9) is provided with support (10) and linking beam between, and described support (10) is knighthead, buttress or counterfort wall.
7. the explosion-proof storage structures system in space according to claim 1 it is characterised in that: described basis is armored concrete
Basis, the form on basis is isolated footing, raft foundation, beam foundation or pile foundation, is provided with basis and draws between described basis (1)
Beam (11).
8. the explosion-proof storage structures system in space according to claim 2 it is characterised in that: described roof boarding is reinforced concrete
Earth house panel or steel house panel.
9. the explosion-proof storage structures system in space according to claim 2 it is characterised in that: described housing trestle mixes for reinforcing bar
Solidifying earth pillar, steel framed reinforced concrete column, steel core concrete column or steel column.
10. the explosion-proof storage structures system in space according to claim 2 it is characterised in that: described roofing frame member
Form is beam or truss, and described beam is reinforced beam, girder steel, steel-concrete composite beam or steel-reinforced concrete
Beam, the rod member of described truss can be steel reinforced concrete pole part, steel rod elements, steel-concrete combined member bar or steel-reinforced concrete
Native combined member bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620561946.XU CN205917841U (en) | 2016-06-13 | 2016-06-13 | Space prevents that silo explosion stores up structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620561946.XU CN205917841U (en) | 2016-06-13 | 2016-06-13 | Space prevents that silo explosion stores up structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205917841U true CN205917841U (en) | 2017-02-01 |
Family
ID=57877671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620561946.XU Withdrawn - After Issue CN205917841U (en) | 2016-06-13 | 2016-06-13 | Space prevents that silo explosion stores up structure system |
Country Status (1)
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| CN (1) | CN205917841U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926770A (en) * | 2016-06-13 | 2016-09-07 | 姚攀峰 | Spatial explosion-proof storage structural system and method for constructing same |
-
2016
- 2016-06-13 CN CN201620561946.XU patent/CN205917841U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926770A (en) * | 2016-06-13 | 2016-09-07 | 姚攀峰 | Spatial explosion-proof storage structural system and method for constructing same |
| CN105926770B (en) * | 2016-06-13 | 2019-05-03 | 姚攀峰 | A kind of explosion-proof storage structures system in space and its construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170201 Effective date of abandoning: 20190503 |