CN206816300U - A kind of resistance to compression waterproof fireproofing fire dam - Google Patents
A kind of resistance to compression waterproof fireproofing fire dam Download PDFInfo
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- CN206816300U CN206816300U CN201720685166.0U CN201720685166U CN206816300U CN 206816300 U CN206816300 U CN 206816300U CN 201720685166 U CN201720685166 U CN 201720685166U CN 206816300 U CN206816300 U CN 206816300U
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- closed
- defence line
- self
- fire dam
- healing
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Abstract
A kind of resistance to compression waterproof fireproofing fire dam, it is made up of slotting, bar-mat reinforcement and three closed defence lines.First of closed defence line forms with the 3rd closed defence line by self-healing concreting, and self-healing concrete belongs to inorganic material, has good fire protecting performance, while the self-healing feature of self-healing concrete, fire dam is had fine airtight performance;Negative poisson's ratio material between the filling bag material in the closed defence line of second, filler and filling bag has good closed and absorbs dispersed shock wave performance, can play good resistance to compression, block poison gas circulation and waterproof action;Bar-mat reinforcement outside 3rd closed defence line can effectively keep out rubble caused by impact load, reduce personnel's injury.Whole fire dam is simple in construction, easy for construction, and thickness, resistance to compression, waterproof, fire prevention, sealing effectiveness etc. can meet that safety in production requires, have good comprehensive benefit.
Description
Technical field
It the utility model is related to security technology area, and in particular to a kind of resistance to compression waterproof fireproofing fire dam.
Background technology
It is well known that in mine working engineering construction, the disaster such as gas, coal dust, top plate, fire, water is to influence tunnel peace
The subject matter used entirely, to prevent spontaneous combustion of coal seam, harmful gases diffusion, gas explosion, mine water disaster etc. from influenceing production safety,
Usually need to establish fire dam, can timely and effectively construct closed structure be influence one of mine safety operation it is main because
Element.
Fire dam building is in the UNICOM tunnel of shaft production area and enclosed area, in order to cut off air circulation and be forbidden
Pedestrian and the isolation structures being open to traffic.Traditional fire dam is brick mix structure, and pseudo-ginseng or four or eight are built by laying bricks or stones with common brick, cement or yellow mud
Brick wall, although the cheap compression strength of cost is big, there is also the weak point that can not be ignored, such as labor intensity are big, process
Complexity, thickness of thin, globality poor, easily ftracture, breathe freely ventilative under dynamic pressure effect, it is impossible to effectively prevent the diffusion of toxic gas
Deng therefore, being badly in need of that a kind of air-tightness is good, the closed wall construction of the high improvement of safety coefficient.
The content of the invention
In view of the above-mentioned problems, the utility model provides a kind of resistance to compression waterproof fireproofing fire dam, simple in construction, obturation effect is good
It is good and can effectively measuring body flexible encapsulated wall construction, there is preferable seal, can waterproof fireproofing, there is self-regeneration energy
Power, local shock wave energy is absorbed, realize the purpose of resistance to compression waterproof fireproofing.
The utility model use design be:A kind of resistance to compression waterproof fireproofing fire dam, including:Slotting, bar-mat reinforcement with
And three closed defence line.The slotting is to be formed on fire dam periphery with sledgehammer, hammer drill, pickaxe or mechanical execution, and slotting needs to see
Hard bottom side firmly connects reality, cut depth with coal petrography:End cut 300mm, kerve 300m, inverted draw cut 100m;First of the fire dam is close
It is after the heading sizes formwork of citadel, to be formed needed for self-healing concreting, thickness 200mm to close defence line, highly with
Distance between inverted draw cut and kerve is equal, and apart from equal, lime stone can be produced by including in self-healing concrete for width and two end cuts
Bacterium, activated by the corrosivity rainwater for acting on structure, repair that concrete is long-term use of and caused minute crack,
Good leak tightness;The closed defence line of second of the fire dam is stacked by filling bag and formed, thickness 600mm, and filling bag shape is
Cuboid, length are 1.2 times of tunnel inverted draw cut and kerve height, and width is 300mm with thickness tool, and there is material selection waterproof to subtract
The polyurethane leather of shake effect, fill and grouting port and blow vent are provided with bag, adjacent filling bag is connected by the chain of rings, and the chain of rings is
Circular stainless steel structure, filler are light foam concrete, and the porous of the filler makes it have low springform
Amount so that its impact loading has a good absorption and dispersion, fill between bag and with it is first and third closed anti-
Gap between line is filled by spraying negative poisson's ratio foam, can preferably absorb shock wave during pressing, while can play more
Good sealing function;3rd closed defence line of the fire dam is equally formed by self-healing concreting, and thickness is also
200mm, height is equal with the distance between inverted draw cut and kerve, and width is with two end cuts apart from equal;The bar-mat reinforcement is located at the 3rd
On the outside of the closed defence line in road, it is identical that size and surrounding slotting surround size, and reinforcing bar mesh is rhombus, and mesh size is 5 × 5mm, energy
It is enough effectively to keep out rubble caused by impact load, reduce personnel's injury.
The beneficial effects of the utility model are:A kind of resistance to compression waterproof fireproofing fire dam, by slotting, bar-mat reinforcement and three close
Close defence line composition.First of closed defence line forms with the 3rd closed defence line by self-healing concreting, self-healing coagulation penus
In inorganic material, there is good fire protecting performance, while the self-healing feature of self-healing concrete, make fire dam that there is fine seal
Energy;Negative poisson's ratio material between the filling bag material in the closed defence line of second, filler and filling bag has good close
Close and absorb shock wave performance, resistance to compression can have been played well, block poison gas circulation and the effect of waterproof;3rd is closed
Bar-mat reinforcement outside defence line can effectively keep out rubble caused by impact load, reduce personnel's injury.Whole fire dam is simple in construction,
Easy for construction, thickness, resistance to compression, waterproof, fire prevention, sealing effectiveness etc. can meet that safety in production requires, have comprehensive well imitate
Benefit.
Brief description of the drawings
Fig. 1 is a kind of resistance to compression waterproof fireproofing fire dam schematic diagram.
Reference:1- slottings, 11- inverted draw cuts, 12- kerves, first of closed defence line of 2-, 3- self-healing concrete, the negative pools of 4-
Pine is than foam, and the closed defence line of 5- seconds, 6- filling bags, 61- is a chain of, 62- blow vents, 63- grouting ports, and 7- the 3rd is closed anti-
Line, 8- bar-mat reinforcements.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings:A kind of resistance to compression waterproof fireproofing fire dam, including:Slotting
1st, 11 and three closed defence line of bar-mat reinforcement.The slotting 1 is in fire dam periphery sledgehammer, hammer drill, pickaxe or mechanical execution
Form, slotting need to be shown in that hard bottom side firmly connects reality with coal petrography, and end cut depth is 300mm, and the depth of kerve 12 is 300mm, the depth of inverted draw cut 11
For 100mm;First of closed defence line 2 of the fire dam is needed for after the heading sizes formwork of citadel, with self-healing coagulation
Soil 3, which pours, to be formed, thickness 200mm, and height is equal with the distance between inverted draw cut 11 and kerve 12, and width is with two end cuts apart from phase
Deng, the bacterium that can produce lime stone is included in self-healing concrete 3, is activated by the corrosivity rainwater for acting on structure,
Repair that concrete is long-term use of and caused minute crack, good leak tightness;The closed defence line 5 of second of the fire dam is by filling
Bag 6 is stacked and formed, thickness 600mm, and filling bag 6 is shaped as cuboid, and length is the 1.2 of tunnel inverted draw cut 11 and the height of kerve 12
Times, width is 300mm with thickness tool, and material selection has the polyurethane leather that waterproof shock-absorbing acts on, and fills and note is provided with bag 6
Mouth 63 and blow vent 62 are starched, adjacent filling bag 6 is connected by the chain of rings 61, and the chain of rings 61 is circular stainless steel structure, and filler is
Light foam concrete, the porous of the filler makes it have low modulus of elasticity, so that its impact loading has
Good absorption and dispersion, is filled between bag 6 and the gap between first and third closed defence line passes through the negative Poisson of spraying
Filled than foam 4, can preferably absorb shock wave during pressing, while better seal effect can be played;The fire dam
The 3rd closed defence line 7 equally poured and form by self-healing concrete 3, thickness is also 200mm, highly with inverted draw cut 11 and kerve 12
Between distance it is equal, width is with two end cuts apart from equal;The bar-mat reinforcement 8 positioned at the outside of the 3rd closed defence line 7, size with
Surrounding slotting surrounds that size is identical, and the hole of bar-mat reinforcement 8 is rhombus, and mesh size is 5 × 5mm, can effectively keep out impact load production
Raw rubble, reduce personnel's injury.
Fire dam Specific construction operation involved by the utility model comprises the following steps.
The harmful gas concentrations such as gas, the carbon dioxide of job location are had to check for before construction first, keep well-ventilated,
Cut off closed place's mesh sheet, water pipe, airduct, cable etc. and carry out slotting, during slotting, with sledgehammer, hammer drill or pneumatic pick operation, it is impossible to use
Blasting method slotting, two end cuts are first drawn, then groove 12 of feeling out, finally draw inverted draw cut 11;Then require that formwork pours first according to size
Closed 2 and the 3rd closed defence line 7 of defence line in road, installation bar-mat reinforcement 8 in inner side during the 3rd closed 7 formwork of defence line, pouring to connect
It is continuous, the appearance for the problems such as preventing uneven, crack, hollow joint, form removal after shaping, the construction in the closed defence line 5 of second is carried out, is applied
Man-hour filling bag first 61 connects filling bag 6 with the chain of rings, is piled up neatly according to size requirement, then from the slip casting of injected hole 63,
Slip casting process equally needs continuously, to accomplish that filling is tight, and whole construction period will remove side, the floating cash on top at any time, it is ensured that closing is sternly
It is close.
Above is the utility model preferred embodiment is discussed in detail, it is noted that for this area construction technology
For personnel, under the premise of the utility model Pathway of Creation is not departed from, some deformations and improvement can also be made, these are belonged to
The scope of protection of the utility model.
Claims (1)
1. a kind of resistance to compression waterproof fireproofing fire dam, it is made up of slotting, bar-mat reinforcement and three closed defence lines, it is characterized in that:Slotting
Formed using sledgehammer, hammer drill, pickaxe construction, depth is to see end cut 300mm after real coal, kerve 300m, inverted draw cut 100m, fire dam
After first and third closed defence line is the size formwork in citadel tunnel needed for, formed with self-healing concreting, wall is thick
Degree is 200mm, and distance of the wall height between inverted draw cut and kerve is equal, distance phase of the width of wall body between two end cuts
Deng, have it is good prevent fires, closed and self-healing performance, be provided with bar-mat reinforcement on the outside of the 3rd closed defence line, bar-mat reinforcement size and
Surrounding slotting surrounds that size is identical, and reinforcing bar mesh is rhombus, and aperture is 5 × 5mm, can effectively be kept out broken caused by impact load
Stone, personnel's injury is reduced, the closed defence line of second of fire dam is stacked by filling bag to be formed, and thickness of wall body 600mm, fills bag
Be shaped as cuboid, length is 1.2 times of tunnel inverted draw cut and kerve height, and width be 300mm with thickness tool, and material selection has
There is the polyurethane leather that waterproof shock-absorbing acts on, fill and grouting port and blow vent are provided with bag, adjacent filling bag passes through a chain of phase
Even, chain of rings is circular stainless steel structure, and filler is light foam concrete, between filling bag and with it is first and third close
The gap closed between defence line is filled by spraying negative poisson's ratio foam, be can be good at during pressing absorbing dispersed shock wave, is played more
Good sealing function.
Priority Applications (1)
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CN201720685166.0U CN206816300U (en) | 2017-06-14 | 2017-06-14 | A kind of resistance to compression waterproof fireproofing fire dam |
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CN201720685166.0U CN206816300U (en) | 2017-06-14 | 2017-06-14 | A kind of resistance to compression waterproof fireproofing fire dam |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109083682A (en) * | 2018-08-28 | 2018-12-25 | 辽宁工程技术大学 | A kind of construction method of mine working antiseepage high intensity fire dam |
CN109653797A (en) * | 2019-01-10 | 2019-04-19 | 中国矿业大学 | It is a kind of mining flexible from attached wall fire dam and its construction method |
CN112746863A (en) * | 2021-02-04 | 2021-05-04 | 太原理工大学 | Rapid closing device and method for mine roof cutting gob-side entry retaining goaf |
CN113153073A (en) * | 2021-04-19 | 2021-07-23 | 福建厚德节能科技发展有限公司 | Evaporate and press waterproof windowsill of aerated concrete |
-
2017
- 2017-06-14 CN CN201720685166.0U patent/CN206816300U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109083682A (en) * | 2018-08-28 | 2018-12-25 | 辽宁工程技术大学 | A kind of construction method of mine working antiseepage high intensity fire dam |
CN109653797A (en) * | 2019-01-10 | 2019-04-19 | 中国矿业大学 | It is a kind of mining flexible from attached wall fire dam and its construction method |
CN112746863A (en) * | 2021-02-04 | 2021-05-04 | 太原理工大学 | Rapid closing device and method for mine roof cutting gob-side entry retaining goaf |
CN113153073A (en) * | 2021-04-19 | 2021-07-23 | 福建厚德节能科技发展有限公司 | Evaporate and press waterproof windowsill of aerated concrete |
CN113153073B (en) * | 2021-04-19 | 2022-12-06 | 福建厚德节能科技发展有限公司 | Evaporate and press waterproof windowsill of aerated concrete |
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GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 Termination date: 20180614 |