CN115613722A - Effective method for fire prevention of high-rise steel structure building - Google Patents
Effective method for fire prevention of high-rise steel structure building Download PDFInfo
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- CN115613722A CN115613722A CN202211193321.9A CN202211193321A CN115613722A CN 115613722 A CN115613722 A CN 115613722A CN 202211193321 A CN202211193321 A CN 202211193321A CN 115613722 A CN115613722 A CN 115613722A
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- fire protection
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 238000000034 method Methods 0.000 title claims abstract description 38
- 230000002265 prevention Effects 0.000 title claims abstract description 20
- 238000005507 spraying Methods 0.000 claims abstract description 12
- 239000007787 solid Substances 0.000 claims description 71
- 239000007921 spray Substances 0.000 claims description 38
- 238000009413 insulation Methods 0.000 claims description 18
- 239000002184 metal Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 238000001816 cooling Methods 0.000 abstract description 9
- 239000011810 insulating material Substances 0.000 description 4
- 239000012774 insulation material Substances 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
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- A—HUMAN NECESSITIES
- A62—LIFE-SAVING; FIRE-FIGHTING
- A62C—FIRE-FIGHTING
- A62C31/00—Delivery of fire-extinguishing material
- A62C31/005—Delivery of fire-extinguishing material using nozzles
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Building Environments (AREA)
Abstract
The invention provides an effective method for fire prevention of a high-rise steel structure building, and relates to the technical field of building fire prevention. The cooling system is sprayed by adding a pipeline for directly spraying water to stressed members of a steel structure frame in a steel structure high-rise building. The system is started when fire alarm occurs, water is directly sprayed to the surface of the stressed member beam column of the steel structure frame for cooling, the temperature of the stressed member beam column of the steel structure frame is ensured not to be increased to the temperature without bearing capacity in the process of fire hazard occurrence, so that the high-rise steel structure building is ensured not to collapse when the fire hazard occurs, the safety of the high-rise steel structure building when the fire hazard occurs is improved, and the fire prevention problem of the high-rise steel structure building is simply and effectively solved.
Description
The application is a divisional application entitled 'effective method for fire prevention of high-rise steel structure building', wherein the application number of a parent application is 201810025530.X, and the application date is 2018.01.03.
Technical Field
The invention relates to the technical field of building fire prevention, in particular to an effective method for fire prevention of a high-rise steel structure building.
Background
When the steel construction is used in high-rise buildings, its fire prevention problem is very outstanding: in case of fire, the steel structure building member is heated to increase its temperature and lose its bearing capacity, thereby causing collapse of the building. Therefore, the fire protection performance of the steel structure building is improved by substantially preventing the problem that the bearing capacity of the member is lost due to the temperature of the stressed member of the steel structure is greatly increased when a fire disaster occurs, so that the fire protection performance of the steel structure building is improved.
At present, the method for solving the fire prevention of the high-rise steel structure building is to coat a heat insulation material on the surface of a stress structural member beam column of a frame steel structure or install the heat insulation material, so that the structural member beam column of the stress frame steel structure is not easy to lose bearing capacity due to the rise of temperature because of the blockage of the heat insulation material when a fire disaster occurs, and the collapse of the building is caused. However, this method has serious drawbacks: the surface of the beam and column is coated with an insulating material or installed with an insulating material to have a limited ability to block heat conduction: the temperature of the structure can only be ensured not to increase within a certain time. Particularly, when the heat insulating material is coated or the heat insulating material is wrapped to locally fall off (the situation that the heat material locally falls off is difficult to avoid), the steel structure stressed member at the falling part loses bearing capacity and collapses due to the increase of temperature in a short time, so that more parts of the fireproof coating or the fireproof heat insulating plate are damaged, a large number of steel structure stressed members lose bearing capacity due to the sharp rise of the protection temperature of losing the fireproof heat insulating property in a short time, and further the whole collapse of the building is caused.
Disclosure of Invention
In order to solve the technical problems, the invention provides an effective method for preventing fire of a high-rise steel structure building, which ensures that the temperature of all stressed members of a steel structure frame cannot be increased to the temperature at which steel loses bearing capacity in the process of fire, thereby ensuring that the high-rise steel structure building cannot collapse when the fire occurs and improving the safety of the high-rise steel structure building when the fire occurs.
In order to achieve the purpose, the invention provides the following scheme:
the invention provides an effective method for fire prevention of a high-rise steel structure building.
Preferably, the stressed member comprises a non-solid column and a non-solid beam, the fireproof spray pipe is installed at a gap between the non-solid column and the fireproof heat insulation plate outside the non-solid column, and the fireproof spray pipe is installed at a gap between the non-solid beam and the fireproof heat insulation plate outside the non-solid beam.
Preferably, the number of the non-solid columns and the number of the non-solid beams are at least one, the non-solid beams are installed on one side of the non-solid columns, and the fireproof spray pipes installed at the non-solid columns are communicated with the fireproof spray pipes installed at the non-solid beams.
Preferably, the stress member is a solid column, a groove is formed in the inner wall of the fireproof heat insulation plate and mounted outside the solid column, and the fireproof spray pipe is mounted in the groove.
Preferably, the solid column comprises a steel drum concrete column shell and concrete arranged in the steel drum concrete column shell, and the fireproof spray pipe is arranged between the steel drum concrete column shell and the fireproof heat insulation plate.
Preferably, two grooves are arranged on the inner wall of each fireproof heat insulation plate arranged outside the solid column.
Preferably, the wall surface of the fireproof spray pipe is provided with at least one row of holes which are distributed along the length direction of the fireproof spray pipe and face the stress member.
Preferably, the fireproof spray pipe is a metal pipe.
The invention provides an effective method for fire prevention of a high-rise steel structure building, which is characterized in that a fire-proof spray pipe is arranged along the axis of a stressed member of a steel structure frame, the fire-proof spray pipe is arranged between the stressed member and a fire-proof heat-insulating plate outside the stressed member to form a pipeline spray cooling system arranged along the axis of the stressed member, namely, the pipeline spray cooling system which directly sprays water to the stressed member of the steel structure frame in the high-rise building is added, when a fire alarm occurs, water is directly sprayed to the surface of the stressed member of the steel structure frame for cooling, the temperature of all stressed members of the steel structure frame is ensured not to be increased to the temperature at which steel loses bearing capacity in the process of fire occurrence, so that the high-rise steel structure building cannot collapse when the fire occurs, the safety of the high-rise steel structure building when the fire occurs is improved, and the fire prevention problem of the high-rise steel structure building is simply and effectively solved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a schematic view of the effective method for fire protection of a high-rise steel structure building, provided by the invention, applied to non-solid columns and non-solid beams.
Fig. 2 is a schematic view of the effective method for fire protection of a high-rise steel structure building provided by the invention when applied to a solid column.
Description of the reference numerals: 1. a fire-proof spray pipe; 2. a hole; 3. a non-solid post; 4. a non-solid beam; 5. a fireproof heat insulation board; 6. a wall body; 7. a floor deck; 8. a steel drum concrete column housing; 9. concrete; 10. and (4) a groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention aims to provide an effective method for preventing fire of a high-rise steel structure building, which ensures that the temperature of all stressed members of a steel structure frame cannot be increased to the temperature at which steel loses bearing capacity in the process of fire, thereby ensuring that the high-rise steel structure building cannot collapse in the process of fire and improving the safety of the high-rise steel structure building in the process of fire.
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description thereof.
As shown in fig. 1 and 2, the embodiment provides an effective method for fire protection of a high-rise steel structure building, wherein a fire protection spray pipe 1 is installed along the axis of a stressed member of a steel structure frame, and the fire protection spray pipe 1 is installed between the stressed member and a fire protection heat insulation plate 5 outside the stressed member. The fire prevention shower 1 in this embodiment sprays water towards the outer wall surface of atress component, and then realizes the cooling of atress component.
Specifically, the wall surface of the fireproof spray pipe 1 is provided with at least one row of holes 2 which are distributed along the length direction of the fireproof spray pipe 1 and face the stress member, so that the water in the fireproof spray pipe 1 is ensured to be continuously sprayed to the outer wall surface of the stress member. Namely, the wall surface of the fireproof spray pipe 1 is provided with one or more rows of holes 2 distributed along the length direction of the fireproof spray pipe 1, and at least one row of holes 2 faces to the stress member.
In this embodiment, the fire shower 1 is a metal pipe.
In this embodiment, as shown in fig. 1, the stressed member includes a non-solid column 3 and a non-solid beam 4, a fire-proof shower 1 is installed at a gap between the non-solid column 3 and a fire-proof heat-insulating plate 5 outside the non-solid column 3, and a fire-proof shower 1 is installed at a gap between the non-solid beam 4 and the fire-proof heat-insulating plate 5 outside the non-solid beam 4. The non-solid columns 3 are steel columns, and the non-solid beams 4 are steel beams. The fireproof heat insulation plates 5 installed according to the traditional method are arranged outside the non-solid columns 3 and the non-solid beams 4, meanwhile, fireproof spray pipes 1 parallel to the axes of the non-solid columns 3 and the non-solid beams 4 are installed at the hollow parts of the non-solid columns 3 and the non-solid beams 4, and holes 2 are formed in the wall surfaces, close to the columns, of the fireproof spray pipes 1. The spraying system supplies water to the fireproof spraying pipe 1 when a fire disaster occurs, so long as in the process of fire disaster occurrence, water in the pipe is continuously and directly sprayed to the beam column through the hole 2 on the wall surface of the fireproof spraying pipe 1, so that the beam column is cooled, the temperature rise amplitude of the beam column can be effectively controlled, and in the process of fire disaster occurrence, the temperature of the beam column is not too high, so that the bearing capacity cannot be lost, and the collapse of a building is not caused.
Specifically, both the non-solid column 3 and the non-solid beam 4 are at least one, the non-solid beam 4 is installed on one side of the non-solid column 3, and the fireproof spray pipe 1 installed on the non-solid column 3 is communicated with the fireproof spray pipe 1 installed on the non-solid beam 4. A plurality of fire prevention shower 1 of installing in steel structural framework are linked together and constitute pipeline spray cooling system, and then are convenient for control a plurality of fire prevention shower 1 among the pipeline spray cooling system.
In this embodiment, two sides of the non-solid column 3 are respectively provided with a non-solid beam 4, and the fire-proof shower pipes 1 installed at the two non-solid beams 4 are communicated with the fire-proof shower pipes 1 installed at the non-solid column 3.
In another embodiment, as shown in fig. 2, the stressed member is a solid column, a groove 10 is provided on the inner wall of the fireproof heat insulation board 5 installed outside the solid column, and the fireproof spraying pipe 1 is installed in the groove 10. The fireproof heat insulation plate 5 is installed outside the solid column according to the traditional method, the groove 10 is formed in the surface, close to the solid column, of the fireproof heat insulation plate 5, the fireproof spray pipe 1 is arranged in the groove 10, and the wall surface of the fireproof spray pipe 1 is provided with the hole 2. When a fire disaster happens, the spraying system is started immediately, and water in the fireproof spraying pipe 1 is continuously sprayed to the outer surface of the solid column before the fire is extinguished, so that the solid column is cooled and cannot lose bearing capacity due to temperature rise. As can be seen in the figure, one row or a plurality of rows of holes 2 are arranged along the length direction of the fireproof spray pipe 1, and the holes 2 are led to the surface of the solid column, so that the water in the fireproof spray pipe 1 is ensured to be continuously sprayed to the outer surface of the solid column.
Specifically, the solid column comprises a steel drum concrete column shell 8 and concrete 9 arranged in the steel drum concrete column shell 8, and the fireproof spray pipe 1 is arranged between the steel drum concrete column shell 8 and the fireproof heat insulation plate 5. The water in the fireproof spray pipe 1 can be continuously sprayed to the outer surface of the steel barrel concrete column shell 8, so that the steel barrel concrete column shell 8 is cooled and cannot lose bearing capacity due to temperature rise.
In this embodiment, two grooves 10 are formed on the inner wall of each fireproof heat-insulating plate 5 arranged outside the solid column.
It can be seen that in the effective method for fire protection of a high-rise steel structure building in this embodiment, the plurality of fire protection spraying pipes 1 form a pipeline spraying cooling system arranged along the axis of the stressed member, so as to spray water to the steel member to reduce the temperature in the whole process of a fire, thereby ensuring that the temperature of the stressed member of the steel structure is not raised to the temperature at which the bearing capacity of the stressed member of the steel structure is reduced. In other words, the fire protection method in this embodiment is to actively spray the stressed member of the steel structure to reduce the temperature, and as long as the uninterrupted water spraying to the stressed member of the steel structure is ensured, the collapse of the building will not occur. Therefore, the fire protection method in the embodiment is more effective in fire protection of high-rise steel structure buildings than the traditional method.
The principle and the implementation mode of the present invention are explained by applying specific examples in the present specification, and the above descriptions of the examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, the specific embodiments and the application range may be changed. In view of the above, the present disclosure should not be construed as limiting the invention.
Claims (8)
1. An effective fire prevention method for a high-rise steel structure building is characterized in that a fire prevention spraying pipe is installed along the axis of a stress member of a steel structure frame, and the fire prevention spraying pipe is installed between the stress member and a fire prevention heat insulation plate outside the stress member.
2. The method of claim 1, wherein the stressed member comprises a non-solid column and a non-solid beam, the fire-proof shower pipe is installed in a gap between the non-solid column and the fire-proof heat insulation board outside the non-solid column, and the fire-proof shower pipe is installed in a gap between the non-solid beam and the fire-proof heat insulation board outside the non-solid beam.
3. The efficient method for fire protection of high-rise steel structure buildings according to claim 2, wherein at least one of the non-solid columns and the non-solid beams is provided, the non-solid beams are installed at one side of the non-solid columns, and the fire protection sprinklers installed at the non-solid columns are communicated with the fire protection sprinklers installed at the non-solid beams.
4. The method of claim 1, wherein the stressed member is a solid column, and the inner wall of the fireproof heat insulation board installed outside the solid column is provided with a groove, and the fireproof spray pipe is installed in the groove.
5. The method of claim 4, wherein the solid column comprises a steel drum concrete column casing and concrete disposed in the steel drum concrete column casing, and the fire protection sprinkler pipe is installed between the steel drum concrete column casing and the fire protection and thermal insulation board.
6. The method of claim 4, wherein two grooves are formed on the inner wall of each fireproof heat insulation plate installed outside the solid column.
7. The method of claim 1, wherein the fire protection shower has at least one row of holes along the length of the fire protection shower and facing the force-bearing member.
8. The efficient method of fire protection for high-rise steel structure buildings according to claim 1, wherein the fire protection sprinkler pipe is a metal pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202211193321.9A CN115613722A (en) | 2018-01-03 | 2018-01-03 | Effective method for fire prevention of high-rise steel structure building |
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CN201810025530.XA CN109989496A (en) | 2018-01-03 | 2018-01-03 | Nigh-level synthesis fireproof effective ways |
CN202211193321.9A CN115613722A (en) | 2018-01-03 | 2018-01-03 | Effective method for fire prevention of high-rise steel structure building |
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CN201810025530.XA Division CN109989496A (en) | 2018-01-03 | 2018-01-03 | Nigh-level synthesis fireproof effective ways |
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CN115613722A true CN115613722A (en) | 2023-01-17 |
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CN202211193321.9A Pending CN115613722A (en) | 2018-01-03 | 2018-01-03 | Effective method for fire prevention of high-rise steel structure building |
CN201810025530.XA Pending CN109989496A (en) | 2018-01-03 | 2018-01-03 | Nigh-level synthesis fireproof effective ways |
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CN112982659B (en) * | 2021-02-03 | 2021-11-05 | 杨俊朋 | Heat-resistant and fireproof steel structure column |
CN113235819A (en) * | 2021-04-19 | 2021-08-10 | 重庆大学 | Fire-proof structure of steel structure hollow stress component |
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JP2000352151A (en) * | 1999-06-10 | 2000-12-19 | Showa Alum Corp | Architectural structural member |
SE527843C2 (en) * | 2004-06-03 | 2006-06-20 | Roxtec Ab | Fire protection for cable penetrations |
CN203429887U (en) * | 2013-07-05 | 2014-02-12 | 昆明理工大学 | Cooled construction steel column |
CN206368457U (en) * | 2016-12-03 | 2017-08-01 | 张铁军 | A kind of steel building wall |
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