CN105926770A - Spatial explosion-proof storage structural system and method for constructing same - Google Patents
Spatial explosion-proof storage structural system and method for constructing same Download PDFInfo
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- CN105926770A CN105926770A CN201610409139.0A CN201610409139A CN105926770A CN 105926770 A CN105926770 A CN 105926770A CN 201610409139 A CN201610409139 A CN 201610409139A CN 105926770 A CN105926770 A CN 105926770A
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- explosion
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
Abstract
The invention discloses a spatial explosion-proof storage structural system and a method for constructing the same. The spatial explosion-proof storage structural system comprises a main structure and a wall structure of the main structure. The main structure comprises foundations, outer frame columns, roof frame rod pieces, external walls and roof panels, and at least one explosion venting opening is formed in each roof panel; the wall structure and the main structure are connected with each other by connecting top beams to form a spatial structural system, one end of each connecting top beam is connected with the corresponding outer frame column, and the other end of each connecting top beam is connected with the top surface of the wall structure. The method sequentially includes constructing the foundations; constructing the outer frame columns; constructing frame beams and the external walls; constructing the wall structure; constructing connecting members; constructing the roof panels. The spatial explosion-proof storage structural system and the method have the advantages that surrounding buildings can be protected layer by layer, the spatial explosion-proof storage structural system is clear and definite in stress and good in fireproof performance, and the collapse-resistant capacity of houses can be greatly improved.
Description
Technical field
The present invention relates to a kind of space explosion-proof silo storage structure system and construction method thereof.
Background technology
Existing dangerous goods storehouse structural system is usually the reinforced concrete bent structure middle of large span, and this structure has quick construction, cheap shortcoming, but also has fire-resistance calamity explosion property poor, preferably destroys the shortcoming collapsed.On August 12nd, 2015, there is special fire disaster explosion accident, cause that 165 people are wrecked, 8 people are missing in PORT OF TIANJIN dangerous goods store storehouse, 798 people are injured, and 304 building buildings, 12428 commercial automobiles, 7533 containers are impaired.By on December 10th, 2015, according to standard and designated statistics such as " Enterprise Staff casualty accident economic loss SSs ", the direct economic loss appraised and decided 68.66 hundred million yuan.Fire prevention, the dangerous material storage structures of uprising poor performance have serious potential safety hazard, may bring serious consequence.
At present, how to find and a kind of the new structural systen of fire protecting performance uprising performance good, good can become dangerous material storage and face an important difficult problem.
Summary of the invention
It is an object of the invention to provide a kind of space explosion-proof silo storage structure system and construction method thereof, solve existing dangerous goods storehouse structural system fire-resistance calamity explosion property poor, preferably destroy collapse, the great technical problem of potential safety hazard.
For achieving the above object, the present invention adopts the following technical scheme that
A kind of space explosion-proof silo storage structure system, including agent structure and fence structure, described agent structure includes 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；Space structure system is connected into by linking component between described fence structure and agent structure.
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, and the other end of described linking beam is connected with fence structure.
Described fence structure includes that enclosure wall and enclosing wall column, described enclosure wall are reinforced concrete wall, steel plate wall or steel plate reinforced concrete combination wall, and described enclosing wall column is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel column.
The outside arranging position frame column outside of described enclosing wall column, one end of described linking beam is connected with housing trestle, and the other end of linking beam is connected with enclosure wall or enclosing wall column.
It is provided with support between described housing trestle and/or enclosing wall column and linking beam.
Described it is supported for knighthead, buttress or counterfort wall.
Described basis is reinforced concrete foundation, and the form on basis is isolated footing, raft foundation, beam foundation or pile foundation, is provided with basis 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, described beam is reinforced beam, girder steel, steel-concrete composite beam or steel-reinforced concrete beam, and the rod member of described truss can be steel reinforced concrete pole part, steel rod elements, steel-concrete combined member bar or steel-concrete combined member bar.
The construction method of this space explosion-proof silo storage structure system, construction procedure is as follows:
Step one, by the dangerous goods quality of storage in storage structures, includes that to agent structure basis, housing trestle, roofing frame member, exterior wall and roof boarding carry out the design in form, material, size and cross section；
Step 2, designs the position of venting of dust explosion mouth, size and number on roof boarding；
Step 3, construction basis；
Step 4, on the basis of construct housing trestle, exterior wall and fence structure；
Step 5, roofing frame member of constructing between frame column outside；
Step 6, between agent structure and fence structure, construction links component；
Step 7, the roof boarding of band venting of dust explosion mouth of constructing on roofing frame member.
Venting of dust explosion mouth in described step 2 is opening that is prefabricated on roof boarding or that pour for on-the-spot formwork.
After described step 3, construction basis straining beam between basis.
Described step 4 simultaneously or after, Construction Support between agent structure and/or fence structure.
In described step 4, construction fence structure includes construct enclosure wall and construction enclosing wall column.
Being connected with housing trestle the one end linking component in described step 6, the other end linking component is connected with enclosure wall or enclosing wall column, Construction Support between described frame column outside and/or enclosing wall column.
Compared with prior art the invention have the characteristics that and beneficial effect:
One, Adjacent Buildings is protected layer by layer and stress is clear and definite.
The space explosion-proof silo storage structure system of the present invention arranges venting of dust explosion mouth on roof boarding, and housing trestle and enclosing wall column constitute a space structure by linking component simultaneously, make agent structure and fence structure be connected.This space structure is in fire and blast, and the venting of dust explosion mouth of this system constitutes the first line of defence so that explosive flies to in the air from venting of dust explosion mouth；Exterior wall constitutes second defence line, and enclosure wall constitutes three lines of defence, and Adjacent Buildings and workman are protected by multiple defence line layer by layer, thus jointly reduces fire and blast to periphery personnel and the impact of property.
Two, house collapse resistant capacity increases substantially.
The second defence line of the space explosion-proof silo storage structure system of the present invention and three lines of defence also by frame column, link component, agent structure and fence structure are constituted a space-load entirety, thus jointly reduce fire and blast to periphery personnel and the impact of property, the more common framed bent formula storage fire-resistance capability of antidetonance increases substantially so that house is difficult to collapse in fire and blast.
Three, fire protecting performance is good.
When the space explosion-proof silo storage structure system of the present invention uses the preferable reinforced concrete wall of fire resistance and reinforced column, steel framed reinforced concrete column or steel core concrete column, greatly improve fire protecting performance.
Accompanying drawing explanation
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the planar structure schematic diagram of present configuration system implementation example 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 present configuration system implementation example two.
Fig. 4 is the facade structures schematic diagram of present configuration system implementation example three.
Fig. 5 is the facade structures schematic diagram of present configuration system implementation example four.
Fig. 6 is the facade structures schematic diagram of present configuration system implementation example five.
Fig. 7 is the planar structure schematic diagram of present configuration system implementation example six.
Fig. 8 is the planar structure schematic diagram of present configuration system implementation example seven.
Reference: 1-basis, 2-housing trestle, 3-roofing frame member, 4-exterior wall, 5-roof boarding, 6-venting of dust explosion mouth, 7-link component, 8-enclosure wall, 9-enclosing wall column, 10-support, 11-basis straining beam.
Detailed description of the invention
Embodiment one sees shown in Fig. 1-2, a kind of space explosion-proof silo storage structure system, including agent structure and the fence structure of agent structure, described agent structure includes basis 1, housing trestle 2, roofing frame member 3, exterior wall 4 and roof boarding 5, and described roof boarding 5 has a venting of dust explosion mouth 6.Described housing trestle 2, roofing frame member 3, exterior wall 4 and roof boarding 5 are respectively site concrete or prefabricated components.
Described basis is reinforced concrete foundation, and the form on basis is isolated footing, can also be raft foundation, beam foundation or pile foundation in other embodiments, and described roof boarding is reinforced concrete roof board, can also be steel house panel in other embodiments.
Described housing trestle is reinforced column, in other embodiments can also steel framed reinforced concrete column, steel core concrete column or steel column.
The form of roofing frame member described in the present embodiment is beam, and material is reinforced beam, and material can also be girder steel, steel-concrete composite beam, steel-reinforced concrete beam or girder truss in other embodiments.
Space structure system is connected into by linking component 7 between described fence structure and agent structure.Described fence 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 plate reinforced concrete combination wall in other embodiments.This enclosing wall column 9 is reinforced column, can also be steel framed reinforced concrete column, steel core concrete column or steel column in other embodiments, the outside being arranged on housing trestle 2 of described enclosing wall column 9, with the position one_to_one corresponding of housing trestle 2 in this example, the described component 7 that links is for linking beam, one end of this linking beam is connected with housing trestle 2, and the other end of linking beam is connected with the end face of enclosing wall column 9.
Embodiment two is shown in Figure 3, and unlike embodiment one, the form of described roofing frame member is girder truss, and material is reinforced beam, and material can also be girder steel, steel-concrete composite beam, steel-concrete combination beam in other embodiments.
Embodiment three is shown in Figure 4, unlike embodiment one, is provided with basis straining beam 11 between described basic 1.
Embodiment four is shown in Figure 5, unlike embodiment one, is equipped with support 10, is supported for brace between described housing trestle 2 and enclosing wall column 9 and linking beam.
Embodiment five is shown in Figure 6, and unlike embodiment four, the counterfort wall being supported for adding of body of wall side, opposite side is brace, and counterfort wall is used in mixed way with brace.
Embodiment six is shown in Figure 7, and unlike embodiment one, described venting of dust explosion mouth 6 Central Symmetry is provided with two.
Embodiment seven is shown in Figure 8, and unlike embodiment one, described venting of dust explosion mouth 6 Central Symmetry is provided with four.
This described space explosion-proof silo storage structure system and construction method thereof, construction procedure is as follows:
Step one, by the dangerous goods quality of storage in storage structures, includes that to agent structure 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 cross section.
Step 2, designs the position of venting of dust explosion mouth 6, size and number on roof boarding.
Step 3, construction basis 1, basis straining beam 11 of herein can constructing between basis.
Step 4, construct on basis 1 housing trestle 2, exterior wall 4 and fence structure, including construction enclosure wall 8 and construction enclosing wall column 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 frame column 2 outside.
Step 6, between agent structure and fence structure, construction links component 7, is connected with housing trestle 2 one end linking component 7, and the other end linking component 7 is connected with enclosure wall 8 or enclosing wall column 9, Construction Support 10 between described frame column outside 2 and/or enclosing wall column 9.
Step 7, the roof boarding 5 of band 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 that pour for on-the-spot formwork, if prefabricated, enters factory process in advance, if on-the-spot formwork pours, needs in step 7 formwork and pours together with roof boarding.
Claims (17)
1. a space explosion-proof silo storage structure system, it is characterized in that: include agent structure and fence structure, described agent structure includes basis (1), housing trestle (2), roofing frame member (3), exterior wall (4) and roof boarding (5), and described roof boarding (5) has at least one venting of dust explosion mouth (6)；Space structure system is connected into by linking component (7) between described fence structure and agent structure.
Space the most according to claim 1 explosion-proof silo storage structure system, 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.
Space the most according to claim 2 explosion-proof silo storage structure system, it is characterised in that linking component (7) described in: is linking beam, and 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. according to the space explosion-proof silo storage structure system described in Claims 2 or 3, it is characterized 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, and described enclosing wall column (9) is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel column.
Space the most according to claim 4 explosion-proof silo storage structure system, it is characterized in that: the outside that position frame column outside (2) is set of described enclosing wall column (9), one end of described linking beam is connected with housing trestle (2), and the other end of linking beam is connected with enclosure wall (8) or enclosing wall column (9).
Space the most according to claim 5 explosion-proof silo storage structure system, it is characterised in that: it is provided with support (10) between described housing trestle (2) and/or enclosing wall column (9) and linking beam.
Space the most according to claim 6 explosion-proof silo storage structure system, it is characterised in that: described support (10) is knighthead, buttress or counterfort wall.
Space the most according to claim 1 explosion-proof silo storage structure system, it is characterized in that: described basis is reinforced concrete foundation, the form on basis is isolated footing, raft foundation, beam foundation or pile foundation, is provided with basis straining beam (11) between described basis (1).
Space the most according to claim 2 explosion-proof silo storage structure system, it is characterised in that: described roof boarding is reinforced concrete roof board or steel house panel.
Space the most according to claim 2 explosion-proof silo storage structure system, it is characterised in that: described housing trestle is reinforced column, steel framed reinforced concrete column, steel core concrete column or steel column.
11. space according to claim 2 explosion-proof silo storage structure systems, it is characterized in that: the form of described roofing frame member is beam or truss, described beam is reinforced beam, girder steel, steel-concrete composite beam or steel-reinforced concrete beam, and the rod member of described truss can be steel reinforced concrete pole part, steel rod elements, steel-concrete combined member bar or steel-concrete combined member bar.
12. according to the construction method of the space explosion-proof silo storage structure system described in claim 1～11 any one, it is characterised in that construction procedure is as follows:
Step one, by the dangerous goods quality of storage in storage structures, includes that to agent structure 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 cross section；
Step 2, designs position, size and the number of venting of dust explosion mouth (6) on roof boarding；
Step 3, construction basis (1)；
Step 4, at basis (1) upper construction housing trestle (2), exterior wall (4) and fence structure；
Step 5, roofing frame member (3) of constructing between frame column (2) outside；
Step 6, between agent structure and fence structure, construction links component (7)；
Step 7, at the roof boarding (5) of the upper band venting of dust explosion mouth of constructing of roofing frame member (3).
13. want the construction method of space explosion-proof silo storage structure system described in 12 according to right, it is characterised in that: the venting of dust explosion mouth (6) in described step 2 is opening that is prefabricated on roof boarding or that pour for on-the-spot formwork.
14. want the construction method of space explosion-proof silo storage structure system described in 12 according to right, it is characterised in that: after described step 3, construction basis straining beam (11) between basis.
15. want the construction method of space explosion-proof silo storage structure system described in 12 according to right, it is characterised in that: described step 4 simultaneously or after, Construction Support (10) between agent structure and/or fence structure.
16. want the construction method of space explosion-proof silo storage structure system described in 12 or 15 according to right, it is characterised in that: in described step 4, construction fence structure includes construct enclosure wall (8) and enclosing wall column (9) of constructing.
17. want the construction method of space explosion-proof silo storage structure system described in 16 according to right, it is characterized in that: the one end that will link component (7) in described step 6 is connected with housing trestle (2), the other end linking component (7) is connected with enclosure wall (8) or enclosing wall column (9), Construction Support (10) between described frame column outside (2) and/or enclosing wall column (9).
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| CN201610409139.0A CN105926770B (en) | 2016-06-13 | 2016-06-13 | A kind of explosion-proof storage structures system in space and its construction method |
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Cited By (1)
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| CN105926770B (en) | 2019-05-03 |
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