CN205205882U - Structure foundation construction structures with antidetonation, automatic recovery original state - Google Patents
Structure foundation construction structures with antidetonation, automatic recovery original state Download PDFInfo
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- CN205205882U CN205205882U CN201520972134.XU CN201520972134U CN205205882U CN 205205882 U CN205205882 U CN 205205882U CN 201520972134 U CN201520972134 U CN 201520972134U CN 205205882 U CN205205882 U CN 205205882U
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- antidetonation
- steel ball
- resetting means
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Abstract
The utility model discloses a structure foundation construction structures with antidetonation, automatic recovery original state, this foundation construction structure is fixed in building lower part ground department, the lower terminal surface of adjacent building and lateral part lower part are provided with the reinforced concrete guardrail, along reinforced concrete guardrail side peripheral by fixed back tight, the fixed beam other end pushes up tightly on the wall spacing, reinforced concrete guardrail lower floor is provided with ground foundation plate, and foundation plate lower floor in ground is the steel ball layer, the steel ball layer by the unanimous steel balls of a plurality of size near together, steel ball layer lower floor is ground foundation plate, ground foundation plate lower floor is ground pile foundation layer, is fixed with one row of king pile post in ground pile foundation layer lower part, in king pile post both sides, respectively is provided with one row of antidetonation resetting means, the utility model discloses it is strong to have the shock resistance, can make the building return the original position with the produced power of the motion of big steel ball through spring tension.
Description
Technical field
The utility model relates to technical field of buildings, relates to one specifically and has antidetonation, automatic restorable structure foundation constructing structure.
Background technology
About earthquake, researcher is formed it and still there is mystery to the failure mode of building, but there is a kind of common recognition, what earthquake produced makes building with large acceleration movement to the horizontal impact power of building, and building produces distortion from bottom to top, building interior is for reducing this distortion, produce stress to concentrate at building structure edge, when arriving certain condition, construction stress concentrates the structural deterioration at place, lose its mechanical characteristic, building collapse.Earthquake proof construction adopts the way opposing earthquake of reinforcing self structure, but still there is the danger of collapsing when running into large earthquake, even if do not collapse, building body may run-off the straight phenomenon, cannot continue to use.
Therefore, need to design a kind of antidetonation, ground can reset foundation construction structure.
Utility model content
For deficiency of the prior art, the technical problems to be solved in the utility model there are provided one and has antidetonation, automatic restorable structure foundation constructing structure.
For solving the problems of the technologies described above, the utility model is realized by following scheme: one has antidetonation, automatic restorable structure foundation constructing structure, this foundation construction structure is fixed on ground place, building bottom, lower surface and the sidepiece bottom of adjacent building are provided with reinforced concrete fence, tight along the reinforced concrete fence side perimeters back that is fixed, the clamped beam other end holds out against in spacing walls, described reinforced concrete fence lower floor is provided with ground substrate plate, ground substrate plate lower floor is steel ball layer, steel ball layer abuts against together by some steel balls of the same size, described steel ball layer lower floor is ground substrate plate, described ground substrate plate lower floor is foundation pile basal layer, row's king pile post is fixed with in foundation pile basal layer bottom, in king pile post both sides, respectively be provided with row's antidetonation resetting means, described antidetonation resetting means comprises resetting means pedestal, resetting means pedestal divides two-layer up and down, two-layer centre is provided with big steel ball, the both sides of big steel ball are respectively provided with stud, on stud, cover has back-moving spring, described back-moving spring two ends are welded on the medial surface of resetting means pedestal.
Further, resetting means top board is provided with between described antidetonation resetting means and foundation pile basal layer.
Further, lower floor's medial surface of resetting means pedestal is provided with pit, and big steel ball lower surface is placed in this pit.
Further, the end of described stud and the distance of resetting means top board soffit are no more than the degree of depth of pit.
Relative to prior art, the beneficial effects of the utility model are: it is strong that the utility model has shock resistance, can effective attenuate ground building rocking in vertical vibrations and horizontal direction, building collapse or produce irreversible destructive deformation when preventing earthquake, therefore earthquake is weakened greatly to the destruction of building.Antidetonation resetting means is provided with in ground, this antidetonation resetting means arranges welding spring, big steel ball is provided with in pit, and when building produces, side spring stress compresses, opposite side spring stress stretches, and big steel ball can tilt to pit edge owing to being subject to inclination, after vibrations, the spring return function of stretching, big steel ball moves from inclination to pit bottom simultaneously, and the power that the motion of spring tension and big steel ball produces makes building revert to original position.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model structure foundation constructing structure schematic diagram.
Fig. 2 is the utility model antidetonation resetting means structural representation.
Mark in accompanying drawing: building 1, reinforced concrete fence 2, clamped beam 3, spacing walls 4, substrate plate 5, steel ball layer 6, substrate plate 7, foundation pile basal layer 8, resetting means top board 9, antidetonation resetting means 10, secondary pile 11, king pile post 12, stud 101, resetting means pedestal 102, back-moving spring 103, big steel ball 104.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Please refer to accompanying drawing 1 ~ 2, one of the present utility model has antidetonation, automatic restorable structure foundation constructing structure, this foundation construction structure is fixed on ground place, building 1 bottom, lower surface and the sidepiece bottom of adjacent building 1 are provided with reinforced concrete fence 2, hold out against along the reinforced concrete fence 2 side perimeters beam 3 that is fixed, clamped beam 3 other end holds out against in spacing walls 4, described reinforced concrete fence 2 lower floor is provided with ground substrate plate 5, ground substrate plate 5 lower floor is steel ball layer 6, steel ball layer 6 abuts against together by some steel balls of the same size, described steel ball layer 6 lower floor is ground substrate plate 7, described ground substrate plate 7 lower floor is foundation pile basal layer 8, row's king pile post 12 is fixed with in foundation pile basal layer 8 bottom, in king pile post 12 both sides, respectively be provided with row's antidetonation resetting means 10, described antidetonation resetting means 10 comprises resetting means pedestal, resetting means pedestal about 102 points is two-layer, two-layer centre is provided with big steel ball 104, the both sides of big steel ball 104 are respectively provided with stud 101, on stud 101, cover has back-moving spring 103, described back-moving spring 103 two ends are welded on the medial surface of resetting means pedestal.Resetting means top board 9 is provided with between described antidetonation resetting means 10 and foundation pile basal layer 8, lower floor's medial surface of resetting means pedestal is provided with pit, big steel ball 104 lower surface is placed in this pit, and the end of described stud 101 and the distance of resetting means top board 9 soffit are no more than the degree of depth of pit.
It is strong that the utility model has shock resistance, effectively can build rocking in vertical vibrations and horizontal direction by attenuate ground, and building collapse or produce irreversible destructive deformation when preventing earthquake, therefore earthquake is weakened greatly to the destruction of building.Antidetonation resetting means 10 is provided with in ground, this antidetonation resetting means 10 welds back-moving spring 103, big steel ball 104 is provided with in pit, and when building produces, side spring stress compresses, opposite side spring stress stretches, and big steel ball 104 can tilt to pit edge owing to being subject to inclination, after vibrations, the spring return function of stretching, big steel ball 104 moves from inclination to pit bottom simultaneously, and the power that the motion of spring tension and big steel ball produces makes building revert to original position.
Under the effect of earthquake, steel ball layer 6 and building body move with little acceleration, after earthquake, by spring reset, building also can be made to return to original position.
The foregoing is only preferred embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical field, be all in like manner included in scope of patent protection of the present utility model.
Claims (4)
1. one kind has antidetonation, automatic restorable structure foundation constructing structure, this foundation construction structure is fixed on ground place, building (1) bottom, the lower surface of adjacent building (1) and sidepiece bottom are provided with reinforced concrete fence (2), hold out against along reinforced concrete fence (2) the side perimeters beam (3) that is fixed, clamped beam (3) other end holds out against in spacing walls (4), it is characterized in that: described reinforced concrete fence (2) lower floor is provided with ground substrate plate (5), ground substrate plate (5) lower floor is steel ball layer (6), steel ball layer (6) abuts against together by some steel balls of the same size, described steel ball layer (6) lower floor is ground substrate plate (7), described ground substrate plate (7) lower floor is foundation pile basal layer (8), row's king pile post (12) is fixed with in foundation pile basal layer (8) bottom, in king pile post (12) both sides, respectively be provided with row's antidetonation resetting means (10), described antidetonation resetting means (10) comprises resetting means pedestal, resetting means pedestal divides two-layer up and down, big steel ball (104) is provided with in two-layer centre, the both sides of big steel ball (104) are respectively provided with stud (101), back-moving spring (103) is had at the upper cover of stud (101), described back-moving spring (103) two ends are welded on the medial surface of resetting means pedestal.
2. one according to claim 1 has antidetonation, automatic restorable structure foundation constructing structure, it is characterized in that: be provided with resetting means top board (9) between described antidetonation resetting means (10) and foundation pile basal layer (8).
3. one according to claim 1 has antidetonation, automatic restorable structure foundation constructing structure, and it is characterized in that: lower floor's medial surface of resetting means pedestal is provided with pit, big steel ball (104) lower surface is placed in this pit.
4. one according to claim 1 has antidetonation, automatic restorable structure foundation constructing structure, it is characterized in that: the end of described stud (101) and the distance of resetting means top board (9) soffit are no more than the degree of depth of pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520972134.XU CN205205882U (en) | 2015-11-30 | 2015-11-30 | Structure foundation construction structures with antidetonation, automatic recovery original state |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520972134.XU CN205205882U (en) | 2015-11-30 | 2015-11-30 | Structure foundation construction structures with antidetonation, automatic recovery original state |
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| CN205205882U true CN205205882U (en) | 2016-05-04 |
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| CN201520972134.XU Active CN205205882U (en) | 2015-11-30 | 2015-11-30 | Structure foundation construction structures with antidetonation, automatic recovery original state |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930311A (en) * | 2017-03-15 | 2017-07-07 | 盐城幼儿师范高等专科学校 | Assembled architecture earthquake-proof foundation and building |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN114000750A (en) * | 2021-12-13 | 2022-02-01 | 李国华 | Earthquake-resistant building with rolling ball supporting and moving earthquake-resistant structure |
-
2015
- 2015-11-30 CN CN201520972134.XU patent/CN205205882U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930311A (en) * | 2017-03-15 | 2017-07-07 | 盐城幼儿师范高等专科学校 | Assembled architecture earthquake-proof foundation and building |
| CN110369511A (en) * | 2019-07-29 | 2019-10-25 | 常州威诺斯花辊有限公司 | A kind of fast mill bracket fixing device |
| CN114000750A (en) * | 2021-12-13 | 2022-02-01 | 李国华 | Earthquake-resistant building with rolling ball supporting and moving earthquake-resistant structure |
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