CN208966112U - New seismic steel structure - Google Patents

New seismic steel structure Download PDF

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Publication number
CN208966112U
CN208966112U CN201821378162.9U CN201821378162U CN208966112U CN 208966112 U CN208966112 U CN 208966112U CN 201821378162 U CN201821378162 U CN 201821378162U CN 208966112 U CN208966112 U CN 208966112U
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China
Prior art keywords
support
hole
steel structure
bracket
seismic
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Expired - Fee Related
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CN201821378162.9U
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Chinese (zh)
Inventor
陆建东
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Zhejiang Circle Construction Co Ltd
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Zhejiang Circle Construction Co Ltd
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Priority to CN201821378162.9U priority Critical patent/CN208966112U/en
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Abstract

本实用新型公开了一种新型抗震钢结构,涉及钢结构技术领域,其技术方案要点是包括从上到下依次设置第一支架、第二支架以及底座;所述第一支架与第二支架固定连接,所述第二支架与底座固定连接;所述第二支架内设有第一通孔,所述第一通孔中设有隔板,所述隔板将第一通孔分割成两个第二通孔,每个所述第二通孔中设有多个弹性件,每个所述弹性件的两端分别固接于第二通孔的两个相对内壁。本实用新型解决了钢结构抗震能力较差的问题,达到了钢结构抗震效果较好的效果。

The utility model discloses a novel anti-seismic steel structure, which relates to the technical field of steel structures. The main point of the technical solution is that a first bracket, a second bracket and a base are arranged in sequence from top to bottom; the first bracket and the second bracket are fixed connection, the second bracket is fixedly connected to the base; the second bracket is provided with a first through hole, the first through hole is provided with a partition, and the partition divides the first through hole into two Second through holes, each of the second through holes is provided with a plurality of elastic pieces, and two ends of each of the elastic pieces are respectively fixed to two opposite inner walls of the second through hole. The utility model solves the problem of poor anti-seismic capability of the steel structure, and achieves the effect of better anti-seismic effect of the steel structure.

Description

Novel earthquake-proof steel construction
Technical field
The utility model relates to steel structure technology fields, more specifically, it is related to a kind of novel earthquake-proof steel construction.
Background technique
Steel construction is the structure being mainly made of steel material, is one of main building construction types.Structure mainly by The components such as girder steel made of fashioned iron and steel plate etc., steel column and steel truss composition, generallys use weld seam, spiral shell between each component or component Bolt or rivet interlacement, because its self weight is lighter, and easy construction, it is widely used in the fields such as large-sized workshop, venue and Super High.
But when traditional steel construction is when encountering biggish vibration, because being not provided with damping device, these steel The shock resistance of structure is poor, may will affect the stability of steel construction in this way.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of novel earthquake-proof steel construction, it can To increase the shock resistance of steel construction, steel construction stability when encountering vibration can be made bigger in this way.
To achieve the above object, the utility model provides following technical solution: a kind of novel earthquake-proof steel construction, including from Top to bottm sets gradually first support, second support and pedestal;The first support is fixedly connected with second support, and described Two brackets are fixedly connected with pedestal;Be equipped with first through hole in the second support, be equipped with partition in the first through hole, it is described every First through hole is divided into two the second through-holes by plate, is equipped with multiple elastic components, each elasticity in each second through-hole The both ends of part are respectively and fixedly connected with two opposed inner walls in the second through-hole.
By using above-mentioned technical proposal, when second support is by external force, external force can be transmitted at first through hole, and first The stress absorption that through-hole can will be formed inside second support, can increase the stability of steel construction in this way;It is opened in second support If first through hole, intensity will certainly weaken, and setting partition can increase the intensity of second support, can extend second in this way The service life of frame;When second support is by external force, elastic component can play buffer function, can increase second support in this way Shock resistance, thus the shock resistance of steel construction can be increased in this way;After pedestal and ground are fixed, entire steel knot can be increased The stability of structure can increase the shock resistance of steel construction in this way.
The utility model is further arranged to: the roof of second through-hole is evenly equipped with multiple first along its length and wears Hole.
By using above-mentioned technical proposal, the stress formed inside second support is can be absorbed in the first perforation, in this way can be with Further increase the stability of steel construction.
The utility model is further arranged to: the first support includes the several piece thin plate set gradually from top to bottom, phase Adjacent two pieces of thin plates are bolted to connection.
By using above-mentioned technical proposal, gauge of sheet is little, and thin plate can generate a degree of bullet by itself Stress is eliminated in property deformation;In person, thin plate has certain intensity, supports some heavier objects in this way convenient for first support.
The utility model is further arranged to: the thin plate is equipped with the second perforation.
By using above-mentioned technical proposal, the stress generated in thin plate is can be absorbed in the second perforation, can increase by the in this way The shock resistance of one bracket.
The utility model is further arranged to: the both ends of the pedestal are equipped with fixed block, and screw thread connects on the fixed block It is connected to the lead screw being vertically arranged, one end of the lead screw is connected with sharp portion, and the other end of the lead screw is equipped with handwheel.
By using above-mentioned technical proposal, by rotating hand wheel rotating lead screw, lead screw is inserted into ground during rotation Face can enable steel construction is more stable to fix on the ground in this way, and setting sharp portion is for the ease of lead screw to be transferred to Ground can accelerate the installation progress of steel construction in this way.
The utility model is further arranged to: the handwheel is removably connected to lead screw.
By using above-mentioned technical proposal, handwheel is detachably connected with lead screw, can be by hand after Steel Structure Installation is to ground Wheel, which is removed, is used as elsewhere, and so on the one hand convenient for pedestal is fixed to ground, another aspect handwheel can be recycled.
The utility model is further arranged to: the elastic component is spring.
By using above-mentioned technical proposal, spring have preferable elastic deformation ability, for second support have compared with Good buffer function can extend the service life of second support in this way.
The utility model is further arranged to: the edges and corners of two thin plates at the top of the first support are equipped with fillet.
By using above-mentioned technical proposal, two thin plates at the top of second support are nearest with a distance from operator, by two A possibility that edges and corners of a thin plate are processed into fillet, can reduce the corner angle scratch operator of thin plate in this way.
In conclusion the utility model has the advantages that compared with the prior art
1. external force can be to transmission at first through hole, and first through hole can be by second support when second support is by external force The stress absorption that inside is formed, can increase the stability of steel construction in this way;First through hole, intensity gesture are opened up in second support It must weaken, setting partition can increase the intensity of second support, can extend the service life of second support in this way;When second When bracket is by external force, elastic component can play buffer function, can increase the shock resistance of second support in this way, thus in this way The shock resistance of steel construction can be increased;After pedestal and ground are fixed, the stability of entire steel construction can be increased, it in this way can be with Increase the shock resistance of steel construction;
2. by rotation hand wheel rotating lead screw, lead screw is inserted into ground during rotation, can make steel construction in this way Can be more stable fix on the ground;Handwheel is detachably connected with lead screw, can be by handwheel after Steel Structure Installation is to ground It removes and is used as elsewhere, so on the one hand convenient for pedestal is fixed to ground, another aspect handwheel can be recycled;
3. two thin plates at the top of second support are nearest with a distance from operator, the edges and corners of two thin plates are processed At fillet, can reduce in this way thin plate corner angle scratch operator a possibility that.
Detailed description of the invention
Fig. 1 is the overall structure diagram of embodiment;
Fig. 2 is the structural schematic diagram that first support is highlighted in embodiment.
In figure: 1, first support;11, thin plate;111, fillet;112, the second perforation;2, second support;21, first through hole; 211, the second through-hole;22, partition;23, the first perforation;24, elastic component;3, pedestal;31, fixed block;32, lead screw;33, handwheel; 34, sharp portion.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.The wherein identical attached drawing of identical components Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to It is the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry The direction at center.
Embodiment: a kind of novel earthquake-proof steel construction as depicted in figs. 1 and 2, including sets gradually first support from top to bottom 1, second support 2 and pedestal 3;First support 1 is bolted to connection with second support 2, and second support 2 and pedestal 3 can It achieves a fixed connection by welding;First through hole 21 is offered in second support 2, it is vertical to be connected in first through hole 21 First through hole 21 is divided into two identical second through-holes 211, the roof of the second through-hole 211 by the partition 22 of setting, partition 22 It is evenly equipped with multiple first perforation 23 along its length, the stress formed inside second support 2 can be absorbed in the first perforation 23, this Sample can increase the stability of steel construction.Multiple elastic components 24 are installed in each second through-hole 211, the two of each elastic component 24 End is respectively and fixedly connected with upper inner wall and lower inner wall in the second through-hole 211, and elastic component 24 is spring.When second support 2 is by external force, External force can be transmitted at first through hole 21, the stress absorption that first through hole 21 can will be formed inside second support 2, in this way can be with Increase the stability of steel construction;First through hole 21 is opened up in second support 2, the intensity of second support 2 will certainly weaken, setting every Plate 22 can increase the intensity of second support 2, can extend the service life of second support 2 in this way;When second support 2 is by outer When power, elastic component 24 can play buffer function, can increase the shock resistance of second support 2 in this way, thus can increase in this way Add the shock resistance of steel construction;After pedestal 3 and ground are fixed, the stability of entire steel construction can be increased, can be increased in this way The shock resistance of steel construction.
As shown in Fig. 2, first support 1 includes five thin plates 11 set gradually from top to bottom, two neighboring thin plate 11 is logical It crosses bolt to be fixedly connected, the thickness of thin plate 11 is little, and thin plate 11 can generate a degree of elastic deformation by itself to disappear De-stress;In person, thin plate 11 has certain intensity, supports some heavier objects in this way convenient for first support 1.First support The edges and corners of two thin plates 11 at 1 top are equipped with fillet 111, and two thin plates 11 at 2 top of second support are from operator's The edges and corners of two thin plates 11 recently, are processed into fillet 111 by distance, can reduce the corner angle scratch operation of thin plate 11 in this way A possibility that personnel.The second perforation 112 is offered on thin plate 11, the stress generated in thin plate 11 can be absorbed in the second perforation 112, The shock resistance of first support 1 can be increased in this way.
As shown in Figure 1, the both ends of pedestal 3 are connected with fixed block 31, it is threaded with and is vertically arranged on fixed block 31 Lead screw 32, the upper end of lead screw 32 are removably connected with handwheel 33, and handwheel 33 is detachably connected with lead screw 32, when Steel Structure Installation arrives Behind ground, handwheel 33 can be removed and be used as elsewhere, on the one hand be convenient for pedestal 3 being fixed to ground, another aspect handwheel 33 in this way It can recycle.Lead screw 32 is connected with sharp portion 34 far from one end of handwheel 33, and setting sharp portion 34 is for the ease of by silk Thick stick 32 is transferred to ground, can accelerate the installation progress of steel construction in this way.By rotating 33 rotational lead screw 32 of handwheel, lead screw 32 is turning It is inserted into ground during dynamic, can enable steel construction is more stable to fix on the ground in this way.
The installation method of this kind of novel earthquake-proof steel construction is as follows:
When ground is softer, by rotating 33 rotational lead screw 32 of handwheel, lead screw 32 can pass through sharp portion during rotation 34 screw in ground;When hardness when ground is larger, first passes through staving press and reaming is carried out to ground, lead screw 32 is then put into hole In, finally upper concrete will be being poured in hole, after concrete is dry, pedestal 3 is just stable to be fixed on ground.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.

Claims (8)

1.一种新型抗震钢结构,其特征在于:包括从上到下依次设置第一支架(1)、第二支架(2)以及底座(3);所述第一支架(1)与第二支架(2)固定连接,所述第二支架(2)与底座(3)固定连接;所述第二支架(2)内设有第一通孔(21),所述第一通孔(21)中设有隔板(22),所述隔板(22)将第一通孔(21)分割成两个第二通孔(211),每个所述第二通孔(211)中设有多个弹性件(24),每个所述弹性件(24)的两端分别固接于第二通孔(211)的两个相对内壁。1. A new type of anti-seismic steel structure is characterized in that: comprising a first support (1), a second support (2) and a base (3) arranged in sequence from top to bottom; the first support (1) and the second support The bracket (2) is fixedly connected, the second bracket (2) is fixedly connected with the base (3); the second bracket (2) is provided with a first through hole (21), the first through hole (21) ) is provided with a partition (22), the partition (22) divides the first through hole (21) into two second through holes (211), and each second through hole (211) is provided with There are a plurality of elastic pieces (24), and two ends of each elastic piece (24) are respectively fixed to two opposite inner walls of the second through hole (211). 2.根据权利要求1所述的新型抗震钢结构,其特征在于:所述第二通孔(211)的顶壁沿其长度方向均布有多个第一穿孔(23)。2 . The novel seismic-resistant steel structure according to claim 1 , wherein the top wall of the second through hole ( 211 ) is uniformly distributed with a plurality of first through holes ( 23 ) along its length direction. 3 . 3.根据权利要求1所述的新型抗震钢结构,其特征在于:所述第一支架(1)包括从上到下依次设置的数块薄板(11),相邻两块所述薄板(11)通过螺栓固定连接。3. The new type of anti-seismic steel structure according to claim 1, characterized in that: the first support (1) comprises several thin plates (11) arranged in sequence from top to bottom, and two adjacent thin plates (11) ) connected by bolts. 4.根据权利要求3所述的新型抗震钢结构,其特征在于:所述薄板(11)上设有第二穿孔(112)。4. The new seismic steel structure according to claim 3, characterized in that: the thin plate (11) is provided with a second perforation (112). 5.根据权利要求1所述的新型抗震钢结构,其特征在于:所述底座(3)的两端均设有固定块(31),所述固定块(31)上螺纹连接有竖直设置的丝杠(32),所述丝杠(32)的一端固接有尖刺部(34),所述丝杠(32)的另一端设有手轮(33)。5. The new type of anti-seismic steel structure according to claim 1, characterized in that: both ends of the base (3) are provided with fixing blocks (31), and the fixing blocks (31) are threadedly connected with vertically arranged A lead screw (32) is provided, one end of the lead screw (32) is fixed with a thorn (34), and the other end of the lead screw (32) is provided with a hand wheel (33). 6.根据权利要求5所述的新型抗震钢结构,其特征在于:所述手轮(33)可拆卸连接于丝杠(32)。6 . The new anti-seismic steel structure according to claim 5 , wherein the hand wheel ( 33 ) is detachably connected to the lead screw ( 32 ). 7 . 7.根据权利要求1所述的新型抗震钢结构,其特征在于:所述弹性件(24)为弹簧。7. The novel seismic-resistant steel structure according to claim 1, wherein the elastic member (24) is a spring. 8.根据权利要求1所述的新型抗震钢结构,其特征在于:所述第一支架(1)顶部的两个薄板(11)的棱角处均设有圆角(111)。8 . The novel seismic-resistant steel structure according to claim 1 , wherein the edges and corners of the two thin plates ( 11 ) on the top of the first bracket ( 1 ) are provided with rounded corners ( 111 ). 9 .
CN201821378162.9U 2018-08-24 2018-08-24 New seismic steel structure Expired - Fee Related CN208966112U (en)

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Application Number Priority Date Filing Date Title
CN201821378162.9U CN208966112U (en) 2018-08-24 2018-08-24 New seismic steel structure

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CN201821378162.9U CN208966112U (en) 2018-08-24 2018-08-24 New seismic steel structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152790A (en) * 2021-05-13 2021-07-23 苏州美瑞德建筑装饰有限公司 Assembled installation design structure of super high special-shaped crystal glass column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113152790A (en) * 2021-05-13 2021-07-23 苏州美瑞德建筑装饰有限公司 Assembled installation design structure of super high special-shaped crystal glass column

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Granted publication date: 20190611

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