CN208415577U - A kind of architectural engineering shockproof cushioning steel casting - Google Patents

A kind of architectural engineering shockproof cushioning steel casting Download PDF

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Publication number
CN208415577U
CN208415577U CN201820944686.3U CN201820944686U CN208415577U CN 208415577 U CN208415577 U CN 208415577U CN 201820944686 U CN201820944686 U CN 201820944686U CN 208415577 U CN208415577 U CN 208415577U
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China
Prior art keywords
support column
pedestal
link
sliding slot
steel casting
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CN201820944686.3U
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Chinese (zh)
Inventor
程志炜
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Tianjin Hengshun Construction Engineering Co Ltd
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Tianjin Hengshun Construction Engineering Co Ltd
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Abstract

The utility model discloses a kind of architectural engineering shockproof cushioning steel castings, including pedestal, the upper surface of the pedestal is fixedly connected with support column, the middle part of pedestal is arranged in the support column, top plate is provided with above the support column, the upper surface of the pedestal is provided with vertical bar along the axisymmetrical of support column, two vertical bars weld on the base, the upper surface of two vertical bars offers sliding slot, the sliding slot it is opening up, it is plugged in the sliding slot and slidably connects inserted link, the upper surface of the inserted link is fixedly connected with the bottom of top plate, the interior bottom of the sliding slot is fixedly connected with second spring, the upper end of the second spring is fixedly connected on the bottom of inserted link, limiting slot is symmetrically offered on two opposite inner sidewalls in the sliding slot.The utility model ensure that integrality of the steel casting under violent shake by multilayer buffered to the full extent, so that its original support capacity is saved.

Description

A kind of architectural engineering shockproof cushioning steel casting
Technical field
The utility model relates to construction engineering technical field more particularly to a kind of architectural engineering shockproof cushioning steel castings.
Background technique
According to model founding type, material according to the requirements of the drawings is fused into liquid, and liquid is poured into sand mold, is opened after solidification Case is exactly casting from the object as model left in sand.Cast steel is a kind of casting ferroalloy, is in process of setting In do not suffer from eutectic transformation for produce casting ferrous alloy general name.
But the existing steel casting for architectural engineering cannot have good shockproof cushioning effect, in violent shaking Under, it is easy Toppling Deformation, its due support action cannot be played.
Utility model content
Purpose of the utility model is to solve disadvantages existing in the prior art, such as: existing to be used for architectural engineering Steel casting cannot have good shockproof cushioning effect, under violent shaking, be easy Toppling Deformation, cannot play it and answer Some support actions, and a kind of architectural engineering shockproof cushioning steel casting proposed.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of architectural engineering shockproof cushioning steel casting, including pedestal, the upper surface of the pedestal are fixedly connected with support The middle part of pedestal is arranged in column, the support column, top plate is provided with above the support column, the upper surface of the pedestal is along branch The axisymmetrical of dagger is provided with vertical bar, and two vertical bars weld on the base, and the upper surface of two vertical bars is opened Equipped with sliding slot, the sliding slot it is opening up, plug and slidably connect inserted link in the sliding slot, the upper surface of the inserted link with The bottom of top plate is fixedly connected, and the interior bottom of the sliding slot is fixedly connected with second spring, and the upper end of the second spring is fixed It is connected to the bottom of inserted link, symmetrically offers limiting slot in the sliding slot on two opposite inner sidewalls, in two limiting slots Fixed block is plugged and slidably connected respectively, and two fixed blocks are respectively fixedly connected on the two sides side wall of inserted link, described The upper surface of support column offers mounting groove, the mounting groove it is opening up, in the mounting groove two opposite inner sidewalls it Between be fixedly connected with fixed link, be arranged and slidably connect slip ring to the fixed link external symmetry, and symmetrical in the fixed link Be arranged with the first spring, one end of first spring is fixedly connected on the inner sidewall of mounting groove, first spring it is another One end is fixedly connected on slip ring, is rotatably connected to connecting rod, the connecting rod by shaft on the lateral wall of the slip ring One end far from slip ring is rotatably connected on respectively on the bottom surface of top plate.
Preferably, the upper surface of the top plate is fixedly connected with cushion, the cushion by epoxyn It is set as resilient rubbber cushion, the cushion is internally provided with cavity.
Preferably, the interior bottom of the mounting groove is fixedly connected with T shape limited block, and the T shape limited block is rubber material It is made.
Preferably, cross bar is fixedly connected on the two sides side wall of the support column, two cross bars are far from support column One end is respectively fixedly connected on two vertical bars.
Preferably, the pedestal, support column, vertical bar and top plate are steel casting.
Preferably, the quadrangle of the pedestal is connected by bolt with ground.
It is by bolt that pedestal is closely coupled with ground in the utility model, it shakes when violent, because script top plate is It plays to the support action of building, therefore shakes so that building shakes and is pressed on cushion, at this moment internal cushion is set The cavity set plays a bumper and absorbing shock treatment effect to building, and it is upper in sliding slot by inserted link to shake power for this later Lower slider is converted into shaking force up and down reciprocatingly, and is carried out by reaction force of the second spring to inserted link to the secondary of rolling power Buffered, there are two cooperation secondary buffer processing, and slip ring is opposite in fixed link under two the first acting force of the spring Sliding process is thus balanced out the shaking force that top plate is subject to by buffered twice.In this, the utility model is logical It crosses multilayer buffered to the full extent and ensure that integrality of the steel casting under violent shake, so that its original support capacity It is saved.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of architectural engineering shockproof cushioning steel casting structural schematic diagram;
Fig. 2 is the enlarged drawing in Fig. 1 at A;
Fig. 3 is the enlarged drawing in Fig. 1 at B.
In figure: 1 pedestal, 2 support columns, 3 cross bars, 4 bolts, 5 vertical bars, 6 inserted links, 7 top plates, 8 cushions, 9 mounting grooves, 10 are consolidated Fixed pole, 11 first springs, 12 slip rings, 13 connecting rods, 14 T shape limited blocks, 15 sliding slots, 16 second springs, 17 limiting slots, 18 are consolidated Determine block.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.
In the description of the present invention, it should be understood that term " on ", "lower", "front", "rear", "left", "right", The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only For ease of description the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have it is specific Orientation, be constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
Referring to Fig.1-3, a kind of architectural engineering shockproof cushioning steel casting, including pedestal 1, the upper surface of pedestal 1 is fixed to be connected It is connected to support column 2, the middle part of pedestal 1 is arranged in support column 2, and the top of support column 2 is provided with top plate 7, the upper surface edge of pedestal 1 The axisymmetrical of support column 2 is provided with vertical bar 5, and two vertical bars 5 are welded on pedestal 1, and the upper surface of two vertical bars 5 opens up Have a sliding slot 15, sliding slot 15 it is opening up, inserted link 6, the upper surface of inserted link 6 and top plate 7 are plugged and slidably connected in sliding slot 15 Bottom be fixedly connected, the interior bottom of sliding slot 15 is fixedly connected with second spring 16, and the upper end of second spring 16 is fixedly connected on The bottom of inserted link 6 symmetrically offers limiting slot 17 on two opposite inner sidewalls in sliding slot 15, plugs respectively in two limiting slots 17 And slidably connect fixed block 18, two fixed blocks 18 are respectively fixedly connected on the two sides side wall of inserted link 6, support column 2 it is upper End face offers mounting groove 9, mounting groove 9 it is opening up, be fixedly connected with fixation between two opposite inner sidewalls in mounting groove 9 Bar 10 is arranged and slidably connects slip ring 12 to 10 external symmetry of fixed link, and is symmetrically arranged with the first spring 11 in fixed link 10, One end of first spring 11 is fixedly connected on the inner sidewall of mounting groove 9, and the other end of the first spring 11 is fixedly connected on slip ring On 12, connecting rod 13, the one end far from slip ring 12 point of connecting rod 13 are rotatably connected to by shaft on the lateral wall of slip ring 12 It is not rotatably connected on the bottom surface of top plate 7.
The upper surface of top plate 7 is fixedly connected with cushion 8 by epoxyn, and cushion 8 is set as elastic rubber Rubber mat, cushion 8 are internally provided with cavity, and the building that can carry out supporting to top plate 7 plays the effect of a buffered Fruit, the interior bottom of mounting groove 9 are fixedly connected with T shape limited block 14, and T shape limited block 14 is made of rubber material, avoid two cunnings Ring 12 directly touches initiation vibration, is fixedly connected with cross bar 3 on the two sides side wall of support column 2, two cross bars 3 are far from support column 2 One end be respectively fixedly connected on two vertical bars 5, play to the supporting role between support column 2 and two vertical bars 5, pedestal 1, Support column 2, vertical bar 5 and top plate 7 are steel casting, and one is perfused, and intensity is high, and the quadrangle of pedestal 1 passes through bolt 4 and ground phase Even, it is fixed with ground by bolt 4.
It is by bolt 4 that pedestal 1 and ground is closely coupled in the utility model, it shakes when violent, because of script top plate 7 be the support action played to building, therefore is shaken so that building shakes and is pressed on cushion 8, at this moment in cushion 8 The cavity of portion's setting plays a bumper and absorbing shock treatment effect to building, this shakes power by inserted link 6 in sliding slot later Sliding up and down in 15 is converted into shaking force up and down reciprocatingly, and is carried out pair by reaction force of the second spring 16 to inserted link 6 Shake power secondary buffer processing, cooperation secondary buffer processing there are two slip ring 12 under two 11 active forces of the first spring Opposite sliding process in fixed link 10 is thus balanced out the shaking force that top plate 7 is subject to by buffered twice ?.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model Within enclosing.

Claims (6)

1. a kind of architectural engineering shockproof cushioning steel casting, including pedestal (1), which is characterized in that the upper surface of the pedestal (1) It is fixedly connected with support column (2), support column (2) setting is arranged in the middle part of pedestal (1), the top of the support column (2) Have top plate (7), the upper surface of the pedestal (1) is provided with vertical bar (5) along the axisymmetrical of support column (2), two vertical bars (5) it is welded on pedestal (1), the upper surface of two vertical bars (5) offers sliding slot (15), and sliding slot (15) are opened Mouth upward, is plugged and is slidably connected inserted link (6) in the sliding slot (15), the upper surface of the inserted link (6) and the bottom of top plate (7) Portion is fixedly connected, and the interior bottom of the sliding slot (15) is fixedly connected with second spring (16), the upper end of the second spring (16) It is fixedly connected on the bottom of inserted link (6), is symmetrically offered limiting slot (17) on two opposite inner sidewalls in the sliding slot (15), two It plugs and slidably connects fixed block (18) respectively in a limiting slot (17), two fixed blocks (18) are fixed respectively to be connected It connects on the two sides side wall of inserted link (6), the upper surface of the support column (2) offers mounting groove (9), the mounting groove (9) It is opening up, it is fixedly connected with fixed link (10) between two opposite inner sidewalls in the mounting groove (9), the fixed link (10) It is arranged to external symmetry and slidably connects slip ring (12), and be symmetrically arranged with the first spring (11), institute in the fixed link (10) The one end for stating the first spring (11) is fixedly connected on the inner sidewall of mounting groove (9), and the other end of first spring (11) is solid Surely it is connected on slip ring (12), is rotatably connected to connecting rod (13) by shaft on the lateral wall of the slip ring (12), it is described Connecting rod (13) is rotatably connected on the bottom surface of top plate (7) respectively far from the one end of slip ring (12).
2. a kind of architectural engineering shockproof cushioning steel casting according to claim 1, which is characterized in that the top plate (7) Upper surface be fixedly connected with cushion (8) by epoxyn, the cushion (8) is set as resilient rubbber cushion, The cushion (8) is internally provided with cavity.
3. a kind of architectural engineering shockproof cushioning steel casting according to claim 1, which is characterized in that the mounting groove (9) interior bottom is fixedly connected with T shape limited block (14), and the T shape limited block (14) is made of rubber material.
4. a kind of architectural engineering shockproof cushioning steel casting according to claim 1, which is characterized in that the support column (2) it is fixedly connected on two sides side wall cross bar (3), the one end of two cross bars (3) far from support column (2) is fixed respectively to be connected It connects on two vertical bars (5).
5. a kind of architectural engineering shockproof cushioning steel casting according to claim 1, which is characterized in that the pedestal (1), Support column (2), vertical bar (5) and top plate (7) are steel casting.
6. a kind of architectural engineering shockproof cushioning steel casting according to claim 1, which is characterized in that the pedestal (1) Quadrangle be connected with ground by bolt (4).
CN201820944686.3U 2018-06-15 2018-06-15 A kind of architectural engineering shockproof cushioning steel casting Active CN208415577U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820944686.3U CN208415577U (en) 2018-06-15 2018-06-15 A kind of architectural engineering shockproof cushioning steel casting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820944686.3U CN208415577U (en) 2018-06-15 2018-06-15 A kind of architectural engineering shockproof cushioning steel casting

Publications (1)

Publication Number Publication Date
CN208415577U true CN208415577U (en) 2019-01-22

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306682A (en) * 2019-07-05 2019-10-08 江苏博拓新型建筑材料有限公司 A kind of assembled architecture anti-seismic structure using cement prefabricated component
CN110821258A (en) * 2019-11-27 2020-02-21 赵孝民 Shock isolation device for building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110306682A (en) * 2019-07-05 2019-10-08 江苏博拓新型建筑材料有限公司 A kind of assembled architecture anti-seismic structure using cement prefabricated component
CN110821258A (en) * 2019-11-27 2020-02-21 赵孝民 Shock isolation device for building

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