CN208870474U - One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers - Google Patents
One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers Download PDFInfo
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- CN208870474U CN208870474U CN201821026218.4U CN201821026218U CN208870474U CN 208870474 U CN208870474 U CN 208870474U CN 201821026218 U CN201821026218 U CN 201821026218U CN 208870474 U CN208870474 U CN 208870474U
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- wall
- damper
- interlocking lever
- joint
- head
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Abstract
The utility model provides one kind with the explosion-proof anti-wave wall of multi-joint fluctuation dampers, belongs to technical field of buildings.It include outer wall surface, shear thickening liquid filled layer, steel plate, interlocking bar, self-tightening type damper, the structure sheaf of cast-in-situ steel reinforced concrete composition, inner wall decoration surface layer that anti-crack concrete is constituted with the explosion-proof anti-wave wall of multi-joint fluctuation dampers.Self-tightening type damper is placed in wallboard according to rice font, is connected by interlocking lever, resist explosion and and damper being capable of co-ordination when impact, it is strong with antiknock ability, the big feature of deformability, energy consumption effect is excellent, has substantive distinguishing features outstanding and marked improvement.
Description
Technical field
The utility model belongs to technical field of buildings, has the explosion-proof anti-wave wall of multi-joint fluctuation dampers more particularly to one kind.
Background technique
Blast wall building is mainly used for the region that has potential explosion danger, and anti-explosion area is connected directly or explosion-proof with non-anti-explosion area
Distance is insufficient, should set blast wall therebetween, and this kind of building, which can be, to be separately provided, and can also set along external wall region
It sets, it is therefore intended that control fire to the maximum extent and lost with caused by explosion.
Utility model content
In order to control loss caused by fire and explosion to the maximum extent, the lesion area of building is limited, this is practical new
Type provide it is a kind of with the explosion-proof anti-wave wall of multi-joint fluctuation dampers, explosion-proof anti-wave wall include anti-crack concrete constitute outer wall surface,
Structure sheaf, the inner wall decoration that shear thickening liquid filled layer, steel plate, interlocking bar, self-tightening type damper, cast-in-situ steel reinforced concrete are constituted
Surface layer.Self-tightening type damper is placed in wallboard according to rice font, is connected by interlocking lever, the resistance when resisting explosion and with impact
Buddhist nun's device can co-ordination, antiknock ability is strong, and deformability is big, and energy consumption effect is excellent.
The technical solution adopted in the utility model is as follows:
One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers, and structure sheaf, cracking resistance including cast-in-situ steel reinforced concrete composition are mixed
It is outer wall surface that solidifying soil is constituted, shear thickening liquid filled layer, low carbon steel plate, inner wall decoration surface layer, interlocking lever, damper, porous
Connect top cap, pre-stressed bolt；
The top of the damper is the joint of head head of a nail, in the outer wall dimension of the joint of head head of a nail and porous connection top cap
Wall size is consistent, and the joint of head head of a nail has external screw thread one；It is piston rod and hydraulic cylinder among the joint of head head of a nail；Damper
Bottom is tapered screw, and the top of tapered screw is provided with two-wire external screw thread, and the lower part of tapered screw is provided with external screw thread, tapered
The number of threads of screw is 10, and the diameter of tapered screw and the inner diameter of hydraulic cylinder are consistent；
Hole is arranged in the top of the porous connection top cap, and the diameter of hole is consistent with shank diameter d is interlocked, the circle of hole
The heart and angle of the interlocking lever center of circle between same plane, adjacent holes are 60 degree, and there are six holes for arrangement altogether in porous connection top cap
The inner wall in hole, hole has external screw thread three；The lower inner wall of porous connection top cap is provided with external screw thread two, the diameter of external screw thread two
D is consistent with damper joint of head head of a nail diameter, one number of threads one of external screw thread of externally threaded number of threads and the joint of head head of a nail
It causes；
The outside with the explosion-proof anti-wave wall of multi-joint fluctuation dampers is the outer wall surface that anti-crack concrete is constituted, and cracking resistance is mixed
The inside for the outer wall surface that solidifying soil is constituted is shear thickening liquid filled layer, and the inside of shear thickening liquid filled layer is low carbon steel plate,
Be interlocking lever on the inside of low carbon steel plate, interlocking lever away from the positioning hole that a perforation is respectively arranged at a quarter of end, interlocking lever with
Low carbon steel plate passes through positioning hole connection by pre-stressed bolt, and the both ends of interlocking lever are provided with screw thread, in number of threads and hole
The external screw thread three of wall is consistent, and the both ends of interlocking lever are inserted into the hole of porous connection top cap, and the inside of interlocking lever is damper, even
Lever and damper arrange in wall according to " rice " font, the damper and wall location of the core one at " rice " font center
It causes, the joint of head head of a nail of damper is fastened with porous connection top cap by external screw thread two, and the inside of damper is cast in place reinforced bar
The structure sheaf that concrete is constituted, damper are fastened with the structure sheaf that cast-in-situ steel reinforced concrete is constituted by tapered screw, tapered spiral shell
The structure sheaf constituted completely into cast-in-situ steel reinforced concrete is followed closely, the inside for the structure sheaf that cast-in-situ steel reinforced concrete is constituted is interior wall dress
Finish coat.
Further, the porous connection top cap is made of 35CrMoA structural alloy steel.
Further, the damper is made of 35CrMoA structural alloy steel.
Further, the interlocking lever is thin-wall hollow pipe made of 35CrMoA structural alloy steel, and the wall thickness of interlocking lever is
Interlock 20 the percent of shank diameter.
The utility model has the beneficial effects that
The effect and advantage of the utility model are that structure design is simple, and self-tightening type damper damper is in wallboard according to rice
Font place, connected by interlocking lever, resist explosion and and impact when damper can co-ordination, have antiknock ability
By force, the feature that deformability is big, energy consumption effect is excellent, product have substantive distinguishing features outstanding compared to existing technologies and show
Progress is write, the explosion-proof and shock resistance of wall can be effectively improved, there is good practicability.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model.
Fig. 2 is that the utility model damper and interlocking lever position schematic diagram.
Fig. 3 is the porous connection top cap structural schematic diagram of the utility model.
Fig. 4 is the utility model damper structure schematic diagram.
In figure, 1 structure sheaf constituted for cast-in-situ steel reinforced concrete；2 outer wall surfaces constituted for anti-crack concrete；3 be to cut
Cut thickening fluid filled layer；4 be low carbon steel plate；5 be inner wall decoration surface layer；6 interlocking levers；7 be damper；7-1 is joint of head nail
Cap；7-2 is external screw thread one；7-3 is tapered screw；7-4 is piston rod；7-5 is hydraulic cylinder；8 be porous connection top cap；8-1 is
Hole；8-2 is external screw thread two；8-3 is external screw thread three；9 be pre-stressed bolt；9-1 is positioning hole.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples:
Embodiment: as shown in Figure 1, the outside with the explosion-proof anti-wave wall of multi-joint fluctuation dampers is anti-crack concrete composition
Outer wall surface 2, anti-crack concrete constitute outer wall surface 2 inside be shear thickening liquid filled layer 3, shear thickening liquid filling
The inside of layer 3 is low carbon steel plate 4, is interlocking lever 6 on the inside of low carbon steel plate 4, and interlocking lever 6 and low carbon steel plate 4 pass through pre-stressed bolt 9
Across positioning hole 9-1 connection, the both ends of interlocking lever 6 are provided with screw thread, three 8-3 of external screw thread of number of threads and hole 8-1 inner wall
Unanimously, the both ends of interlocking lever 6 are inserted into the hole 8-1 of porous connection top cap 8, and the inside of interlocking lever 6 is damper 7, damper 7
Joint of head head of a nail 7-1 and porous connection top cap 8 by two 8-2 of external screw thread fastening, the inside of damper 7 is mixed for cast in place reinforced bar
The structure sheaf 1 that the structure sheaf 1 that solidifying soil is constituted, damper 7 and cast-in-situ steel reinforced concrete are constituted is fastened by tapered screw 7-3, cone
The structure sheaf 1 that type screw 7-3 is constituted completely into cast-in-situ steel reinforced concrete, cast-in-situ steel reinforced concrete constitute structure sheaf 1 it is interior
Side is inner wall decoration surface layer 5.
As shown in Fig. 2, interlocking lever 6 is thin-wall hollow pipe made of 35CrMoA structural alloy steel, the wall thickness of interlocking lever 6 is
20 the percent of 6 diameter of interlocking lever, interlocking lever 6 is away from the positioning hole 9-1 that a perforation is respectively arranged at a quarter of end, even
Lever 6 and damper 7 arrange in wall according to " rice " font, the damper 7 and wall location of the core at " rice " font center
Unanimously.
As Figure 3-Figure 4, the damper 7 is made of 35CrMoA structural alloy steel, and the top of damper 7 is head
Portion joint head of a nail 7-1, the outer wall dimension of joint of head head of a nail 7-1 is consistent with porous connection 8 inner wall sizes of top cap, joint of head nail
Cap 7-1 has one 7-2 of external screw thread；It is piston rod 7-4 and hydraulic cylinder 7-5 among joint of head head of a nail 7-1；The bottom of damper 7
For tapered screw 7-3, the top of tapered screw 7-3 is provided with two-wire external screw thread, and the lower part of tapered screw 7-3 is provided with outer spiral shell
Line, the number of threads of tapered screw 7-3 are 10, and the diameter of tapered screw 7-3 is consistent with the inner diameter of hydraulic cylinder 7-5；
The porous connection top cap 8 is made of 35CrMoA structural alloy steel, and the top of porous connection top cap 8 is provided with
The diameter of hole 8-1, hole 8-1 are consistent with 6 diameter d of interlocking lever, the center of circle of hole 8-1 and 6 center of circle of interlocking lever in same plane,
Angle between adjacent holes 8-1 is 60 degree, and there are six hole 8-1, the inner wall belts of hole 8-1 for arrangement altogether in porous connection top cap 8
There is three 8-3 of external screw thread；The lower inner wall of porous connection top cap 8 is provided with two 8-2 of external screw thread, the diameter D of two 8-2 of external screw thread and resistance
7 joint of head head of a nail 7-1 diameter of Buddhist nun's device is consistent, the number of threads of two 8-2 of external screw thread and one 7- of external screw thread of joint of head head of a nail 7-1
2 number of threads are consistent.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (4)
1. one kind has the explosion-proof anti-wave wall of multi-joint fluctuation dampers, structure sheaf (1), cracking resistance including cast-in-situ steel reinforced concrete composition are mixed
Outer wall surface (2), the shear thickening liquid filled layer (3), low carbon steel plate (4), inner wall decoration surface layer (5), interlocking lever that solidifying soil is constituted
(6), damper (7), porous connection top cap (8), pre-stressed bolt (9), it is characterised in that:
The top of the damper (7) be the joint of head head of a nail (7-1), the outer wall dimension of the joint of head head of a nail (7-1) with it is porous
It is consistent to connect top cap (8) inner wall size, the joint of head head of a nail (7-1) has external screw thread one (7-2)；The joint of head head of a nail (7-1)
Centre is piston rod (7-4) and hydraulic cylinder (7-5)；The bottom of damper (7) is tapered screw (7-3), tapered screw (7-3)
Top is provided with two-wire external screw thread, and the lower part of tapered screw (7-3) is provided with external screw thread, and the number of threads of tapered screw (7-3) is
10, the diameter of tapered screw (7-3) is consistent with the inner diameter of hydraulic cylinder (7-5)；
Hole (8-1) is arranged in the top of porous connection top cap (8), the diameter and interlocking lever (6) diameter d of hole (8-1)
Unanimously, the center of circle of hole (8-1) and angle of interlocking lever (6) center of circle between same plane, adjacent holes (8-1) are 60 degree, more
Hole connects arranges that, there are six hole (8-1), the inner wall of hole (8-1) has external screw thread three (8-3) altogether on top cap (8)；Porous company
The lower inner wall for connecing top cap (8) is provided with external screw thread two (8-2), and the diameter D of external screw thread two (8-2) and damper (7) head are closed
The section head of a nail (7-1) diameter is consistent, the number of threads of external screw thread two (8-2) and external screw thread one (7-2) spiral shell of the joint of head head of a nail (7-1)
Line number is consistent；
The outside with the explosion-proof anti-wave wall of multi-joint fluctuation dampers is the outer wall surface (2) that anti-crack concrete is constituted, and cracking resistance is mixed
The inside for the outer wall surface (2) that solidifying soil is constituted is shear thickening liquid filled layer (3), and the inside of shear thickening liquid filled layer (3) is
Low carbon steel plate (4) is interlocking lever (6) on the inside of low carbon steel plate (4), and interlocking lever (6) is passed through away from one is respectively arranged at a quarter of end
Logical positioning hole (9-1), interlocking lever (6) and low carbon steel plate (4) pass through positioning hole (9-1) by pre-stressed bolt (9) and connect
Connect, the both ends of interlocking lever (6) are provided with screw thread, the external screw thread three (8-3) of number of threads and hole (8-1) inner wall unanimously, interlocking lever
(6) in the hole (8-1) of porous connection top cap (8) of both ends insertion, the inside of interlocking lever (6) is damper (7), interlocking lever
(6) it is arranged in wall according to " rice " font with damper (7), the damper (7) and wall central point at " rice " font center are fixed
Position is consistent, and the joint of head head of a nail (7-1) of damper (7) and porous connection top cap (8) are fastened by external screw thread two (8-2), resistance
The inside of Buddhist nun's device (7) is the structure sheaf (1) that cast-in-situ steel reinforced concrete is constituted, what damper (7) and cast-in-situ steel reinforced concrete were constituted
Structure sheaf (1) is fastened by tapered screw (7-3), the structure that tapered screw (7-3) is constituted completely into cast-in-situ steel reinforced concrete
Layer (1), the inside for the structure sheaf (1) that cast-in-situ steel reinforced concrete is constituted are inner wall decoration surface layer (5).
2. according to claim 1 a kind of with the explosion-proof anti-wave wall of multi-joint fluctuation dampers, it is characterised in that: the porous company
Top cap (8) are connect to be made of 35CrMoA structural alloy steel.
3. according to claim 1 a kind of with the explosion-proof anti-wave wall of multi-joint fluctuation dampers, it is characterised in that: the damper
(7) it is made of 35CrMoA structural alloy steel.
4. according to claim 1 a kind of with the explosion-proof anti-wave wall of multi-joint fluctuation dampers, it is characterised in that: the interlocking lever
It (6) is thin-wall hollow pipe made of 35CrMoA structural alloy steel, the wall thickness of interlocking lever (6) is the percent of interlocking lever (6) diameter
20.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821026218.4U CN208870474U (en) | 2018-07-01 | 2018-07-01 | One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821026218.4U CN208870474U (en) | 2018-07-01 | 2018-07-01 | One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208870474U true CN208870474U (en) | 2019-05-17 |
Family
ID=66462573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821026218.4U Expired - Fee Related CN208870474U (en) | 2018-07-01 | 2018-07-01 | One kind having the explosion-proof anti-wave wall of multi-joint fluctuation dampers |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208870474U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ308620B6 (en) * | 2019-07-19 | 2021-01-06 | České vysoké učení technické v Praze | Explosion-proof protective wall supported by lattice girders |
-
2018
- 2018-07-01 CN CN201821026218.4U patent/CN208870474U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CZ308620B6 (en) * | 2019-07-19 | 2021-01-06 | České vysoké učení technické v Praze | Explosion-proof protective wall supported by lattice girders |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 Termination date: 20210701 |
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| CF01 | Termination of patent right due to non-payment of annual fee |