CN209011616U - A kind of civil engineering antidetonation reinforcement structure - Google Patents
A kind of civil engineering antidetonation reinforcement structure Download PDFInfo
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- CN209011616U CN209011616U CN201821774225.2U CN201821774225U CN209011616U CN 209011616 U CN209011616 U CN 209011616U CN 201821774225 U CN201821774225 U CN 201821774225U CN 209011616 U CN209011616 U CN 209011616U
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- steel construction
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Abstract
The utility model discloses a kind of civil engineering antidetonation reinforcement structures, it is related to civil engineering work technical field, it include ground, wall, longitudinal steel construction cylinder I, longitudinal steel construction cylinder II, lateral steel construction cylinder, pedestal, stone filled layer, longitudinal steel construction cylinder I is mounted with the square column of outer nesting, longitudinal steel construction cylinder I leads to lateral steel construction cylinder between each other and is attached fixation, lateral steel construction cylinder is fixedly connected on the corresponding side surface of square column, by being connected between spring between square column, there are rubber slab and the multi-layer intercrossed setting of vibration damper steel plate in longitudinal steel construction cylinder I and longitudinal steel construction cylinder II, there is steel bar to be connected on the sliding sphere of lateral steel construction cylinder two sides in lateral steel construction cylinder, the utility model ensures building laterally and longitudinally by the internal structure of optimization ground and building simultaneously Stability, and then promoted building entirety anti-seismic performance.
Description
Technical field
The utility model relates to civil engineering work technical fields, reinforce tying more particularly to a kind of civil engineering antidetonation
Structure.
Background technique
Earthquake is to cause damages a kind of maximum geological disaster in all natural calamities to human society, it is caused wherein
One direct disaster is exactly building collapsing in earthquake, is the big factor for causing economic loss and casualties.
Given this, all in the shock resistance for further increasing building, traditional Aseismic Design structure is to be often for each state
The depth of the effective area for increasing ground and ground, so that ground and building are integrated to ensure the jail of building
Solidity and stability.
But porpoising up and down is often first felt in earthquake, is then rolled, this is because the characteristic of seismic wave causes
, seismic wave is mainly by longitudinal wave, the composition such as shear wave, it is clear that traditional Aseismic Design structure is not through optimization ground and building
The internal structure of object ensures the stability of building laterally and longitudinally simultaneously, and then promotes the anti-seismic performance of building.
Utility model content
The utility model is in order to overcome current civil engineering antidetonation reinforcement structure to be not through optimization ground and building
Internal structure ensures the stability of building laterally and longitudinally simultaneously, and then the shortcomings that the anti-seismic performance of promotion building entirety,
The technical problem to be solved by the present invention is to provide a kind of civil engineering antidetonation reinforcement structure come ensure the transverse direction of building with
Longitudinal stability, and then promote the anti-seismic performance of building entirety.
In order to solve the above-mentioned technical problem, the utility model provides such a civil engineering antidetonation reinforcement structure, packet
Ground, wall, longitudinal steel construction cylinder I, longitudinal steel construction cylinder II, lateral steel construction cylinder, pedestal, the wall position are included
Above the ground, the pedestal is embedded in inside the ground, and the longitudinal direction bottom steel construction cylinder I is inserted into describedly
Weld together in base and with the pedestal, top is inserted into wall, and the longitudinal direction steel construction cylinder I is located inside ground
Square column is nested on lateral wall, the longitudinal direction steel construction cylinder II is set in the convergence body of the wall between layers, institute
The top for stating longitudinal steel construction cylinder I is inserted into the convergence body and is fixedly connected with the longitudinal direction steel construction cylinder II, the cross
It is fixedly connected between the square column on two neighboring longitudinal steel construction cylinder I to steel construction cylinder, it is two neighboring described vertical
It is connected between the square column on steel construction cylinder I by spring.
Preferably, the square column on two neighboring longitudinal steel construction cylinder I is provided with fixed steel in opposite flank
Ball is fixedly connected between the stationary balls by fixed spring.
Preferably, the contact surface that the lateral steel construction cylinder and the square column are connected and fixed is provided with sliding sphere, and
The sliding sphere is installed on corresponding sliding slot, on two neighboring longitudinal steel construction cylinder I on the square column opposite flank
The sliding sphere between be fixedly connected by steel bar.
Preferably, the longitudinal direction steel construction cylinder I and longitudinal direction steel construction cylinder II are respectively arranged in top and bottom
Upper junction steel plate and lower junction steel plate, the upper junction steel plate of the longitudinal direction steel construction cylinder I and longitudinal steel construction cylinder II
Lower junction steel plate link together, the lower junction steel plate of the longitudinal direction steel construction cylinder I links together with the pedestal.
Preferably, there is the multilayer rubber being staggered in the longitudinal direction steel construction cylinder I and longitudinal steel construction cylinder II
Offset plate and multilayer vibration damper steel plate.
Preferably, the upper end of the ground is provided with elastic terrace.
Beneficial effect
The utility model ensures building laterally and longitudinally steady by the internal structure of optimization ground and building simultaneously
It is qualitative, and then promote the anti-seismic performance of building entirety.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of civil engineering antidetonation reinforcement structure in the utility model；
Fig. 2 is the structural schematic diagram of square column side in Fig. 1；
Fig. 3 is the sectional view of lateral steel construction cylinder in Fig. 1；
Fig. 4 is the sectional view of longitudinal steel construction cylinder in Fig. 1.
Specific embodiment
The utility model is further described below in conjunction with drawings and examples.
Embodiment 1
A kind of civil engineering antidetonation reinforcement structure includes as shown in Figs 1-4 ground 100, wall 101, longitudinal steel construction
Cylinder I 102, longitudinal steel construction cylinder II 107, lateral steel construction cylinder 104, pedestal 106, the wall 101 is located at described
100 top of ground, the pedestal 106 are embedded in inside the ground 100, and the ground 100 is whole to be in treated stone
In sub- filled layer 110,102 bottom longitudinal direction steel construction cylinder I be inserted into the ground 100 and with the pedestal 106
Weld together, top is inserted into wall 101, and the longitudinal direction steel construction cylinder I 102 is located at the lateral wall inside ground 100
On be nested with square column 103, the longitudinal direction steel construction cylinder II 107 is set to the convergence body of the wall 101 between layers
In 108, the top of the longitudinal direction steel construction cylinder I 102 be inserted into the convergence body 108 and with longitudinal steel construction cylinder II
107 are fixedly connected, and the transverse direction steel construction cylinder 104 is fixedly connected on two neighboring longitudinal steel construction cylinder I 102
Square column 103 between, pass through spring 105 between the square column 103 on two neighboring longitudinal steel construction cylinder I 102
Connection.
The square column 103 on two neighboring longitudinal steel construction cylinder I 102 is provided with fixation in opposite flank 111
Steel ball 112 is fixedly connected between the stationary balls 112 by fixed spring 116.
The transverse direction steel construction cylinder 104 is provided with sliding sphere with the contact surface 113 that the square column 103 is connected and fixed
114, and the sliding sphere 114 is installed on corresponding sliding slot 115, institute on two neighboring longitudinal steel construction cylinder I 102
It states and is fixedly connected between the sliding sphere 114 on 103 opposite flank of square column by steel bar 117.
The longitudinal direction steel construction cylinder I 102 and longitudinal steel construction cylinder II 107 are respectively arranged in top and bottom
Upper junction steel plate 119 and lower junction steel plate 120, the upper junction steel plate 119 of the longitudinal direction steel construction cylinder I 102 and the longitudinal direction
The lower junction steel plate 120 of steel construction cylinder II 107 links together, the lower junction steel plate of the longitudinal direction steel construction cylinder I 102
120 link together with the pedestal 106.
There is the multilayer rubber being staggered in the longitudinal direction steel construction cylinder I 102 and longitudinal steel construction cylinder II 107
Offset plate 118 and multilayer vibration damper steel plate 121.
The upper end of the ground 100 is provided with elastic terrace 109.
Working principle: when the effect or when an earthquake occurs of building and ground by external force, from longitudinal vibration direction
It analyzes, when shaking, longitudinal steel construction cylinder I 102 and longitudinal direction steel construction cylinder II 107 is due to by vertical side
To external force, rubber slab 118 and damping steel in longitudinal steel construction cylinder I 102 and longitudinal steel construction cylinder II 107
Plate 121 can play the role of certain buffer function and consumption to the shaking force of external force, form the seismic force of cushion gradient, Jin Er great
Reduce damage of the external force to building and ground greatly；It is analyzed from lateral vibration direction, when an earthquake occurs, lateral steel knot
Work of the steel bar 117 between sliding sphere 114 that the contact surface 113 that structure cylinder 104 and square column 103 are connected and fixed is arranged in external force
Extremely small deformation is likely to occur under, sliding sphere 114 at this time can be in sliding slot 115 under the active force of steel bar 117
It carries out small sliding and then can dissipate to absorb a part of external force, steel bar 117 also can reversely consume a part because of the toughness of itself
External force, meanwhile, fixed spring 116 is provided with by external force between the stationary balls 112 that the corresponding side surface 111 of square column 103 is arranged
Under the action of, spring 116 can also generate certain reaction force, and then subtract since the characteristic of itself can dissipate a part of external force
Damage of the small external force to building and ground；In addition, stone filled layer 110 is because there is certain compression space, by external force
Also certain impact force can be consumed under effect, elastic terrace 109 prevented also from ground 100 fill out by stone under the action of by external force
Filling layer outer can alter, and whole building and ground integrally change structure under the action of armored concrete, also increase certain resist
Shock stability.
Although the preferred embodiment of the utility model has been described, once a person skilled in the art knows basic
Creative concept, then additional changes and modifications may be made to these embodiments.It is wrapped so the following claims are intended to be interpreted as
It includes preferred embodiment and falls into all change and modification of the scope of the utility model.
Obviously, it is practical without departing from this can to carry out various modification and variations to the utility model by those skilled in the art
Novel spirit and scope.If in this way, these modifications and variations of the present invention belong to the utility model claims and
Within the scope of its equivalent technologies, then the utility model is also intended to include these modifications and variations.
Claims (6)
1. a kind of civil engineering antidetonation reinforcement structure, which is characterized in that include ground (100), wall (101), longitudinal steel knot
Structure cylinder I (102), longitudinal direction steel construction cylinder II (107), lateral steel construction cylinder (104), pedestal (106), the wall
(101) it is located above the ground (100), the pedestal (106) is embedded in the ground (100) inside, the longitudinal direction steel knot
Structure cylinder I (102) bottom is inserted into the ground (100) and welds together with the pedestal (106), and top is inserted into wall
In body (101), the longitudinal direction steel construction cylinder I (102), which is located on the internal lateral wall of ground (100), is nested with square column (103),
The longitudinal direction steel construction cylinder II (107) is set in the convergence body (108) of the wall (101) between layers, described vertical
The convergence body (108) is inserted into the top of steel construction cylinder I (102) and is fixed with the longitudinal direction steel construction cylinder II (107)
Connection, the transverse direction steel construction cylinder (104) are fixedly connected on the side on the two neighboring longitudinal direction steel construction cylinder I (102)
Between column (103), pass through spring between the square column (103) on the two neighboring longitudinal direction steel construction cylinder I (102)
(105) it connects.
2. a kind of civil engineering antidetonation reinforcement structure as described in claim 1, which is characterized in that two neighboring longitudinal steel
The square column (103) on structure cylinder I (102) is provided with stationary balls (112) in opposite flank (111), the fixed steel
It is fixedly connected between ball (112) by fixed spring (116).
3. a kind of civil engineering antidetonation reinforcement structure as described in claim 1, which is characterized in that the transverse direction steel construction cylinder
(104) contact surface (113) being connected and fixed with the square column (103) is provided with sliding sphere (114), and the sliding sphere
(114) corresponding sliding slot (115), square column (103) phase on the two neighboring longitudinal direction steel construction cylinder I (102) are installed on
It is fixedly connected between the sliding sphere (114) on side by steel bar (117).
4. a kind of civil engineering antidetonation reinforcement structure as described in claim 1, which is characterized in that the longitudinal direction steel construction cylinder
I (102) and longitudinal direction steel construction cylinder II (107) is respectively arranged with upper junction steel plate (119) and lower connection in top and bottom
Steel plate (120), the upper junction steel plate (119) of the longitudinal direction steel construction cylinder I (102) and longitudinal steel construction cylinder II
(107) lower junction steel plate (120) links together, the lower junction steel plate (120) of the longitudinal direction steel construction cylinder I (102) with
The pedestal (106) links together.
5. a kind of civil engineering antidetonation reinforcement structure as described in claim 1, which is characterized in that the longitudinal direction steel construction cylinder
There are the multilayer rubber plate (118) and multilayer vibration damper steel plate being staggered in I (102) and the longitudinal direction steel construction cylinder II (107)
(121)。
6. a kind of civil engineering antidetonation reinforcement structure as described in claim 1, which is characterized in that the ground (100) it is upper
End is provided with elastic terrace (109).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821774225.2U CN209011616U (en) | 2018-10-29 | 2018-10-29 | A kind of civil engineering antidetonation reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821774225.2U CN209011616U (en) | 2018-10-29 | 2018-10-29 | A kind of civil engineering antidetonation reinforcement structure |
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| Publication Number | Publication Date |
|---|---|
| CN209011616U true CN209011616U (en) | 2019-06-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821774225.2U Expired - Fee Related CN209011616U (en) | 2018-10-29 | 2018-10-29 | A kind of civil engineering antidetonation reinforcement structure |
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| Country | Link |
|---|---|
| CN (1) | CN209011616U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364633A (en) * | 2020-03-16 | 2020-07-03 | 中南大学 | Civil engineering earthquake-resistant structure and method thereof |
-
2018
- 2018-10-29 CN CN201821774225.2U patent/CN209011616U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364633A (en) * | 2020-03-16 | 2020-07-03 | 中南大学 | Civil engineering earthquake-resistant structure and method thereof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| 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: 20190621 Termination date: 20191029 |