The present disclosure generally relates to a building technology field, and especially relates to a civil engineering anti-seismic structure.
In the field of buildings, a conventional building is built by a solid combination of a foundation and house columns. This kind of building structure is suitable for areas where the earth's crust is relatively stable, so that the building can stand firmly on the ground. However, if this kind of building structure is built in an area with frequent crustal motion, it will swing due to inertial crustal motion and eventually be shaken down or broken. Therefore, it is necessary to design a civil engineering anti-seismic structure.
The technical problems to be solved: in view of the shortcomings of the related art, the present disclosure provides to a civil engineering anti-seismic structure which can effective solve the problem that the conventional building foundation and the house column integrated with each other with a rigid connection therebetween so that it is easily to be damaged under earthquake influence.
The technical solution adopted for solving technical problems of the present disclosure is:
a civil engineering anti-seismic structure of the present disclosure includes: a base, a fixing structure welded and fixed at a bottom center of the base, a through-hole formed on a top center of the base, a sliding groove arranged on corresponding inner walls at two sides of the base, a sliding block slidably connected inside the sliding groove and symmetrically installed on both sides of a sliding plate, a top block fixedly welded at a top center of the sliding plate, a fixing groove formed on a top center of the top block, a shock-absorbing damping pad fixedly adhered to a bottom inner wall of the base, a first limiting plate fixedly welded around the top of the sliding plate, a second limiting plate fixedly welded around a top inner wall of the base around the through-hole; and wherein a damping structure is equidistantly welded and fixed between the first limiting plate and the second limiting plate.
Preferably, the fixing structure includes a positioning post fixedly welded at the bottom center of the base, and a plurality of positioning plates equidistantly welded and fixed on the positioning post, and diameters of the plurality of positioning plates on the positioning post distributed in an arithmetic sequence from top to bottom.
Preferably, the positioning plate includes a projection irregularly arranged thereon.
Preferably, the damping structure includes a casing equidistantly welded and fixed to the top of the first limiting plate, a first supporting spring, a limiting block slidably connected inside the casing, a telescopic tube passing through the casing and fixedly welded at the top center of the limiting block, and a second supporting spring sleeved around the telescopic tube and positioned b e casing and the second limiting plate, the first supporting spring installed between the bottom of the limiting block and a bottom inner wall of the casing.
Preferably, a scaling bar is embedded in a side center of the top block.
The present disclosure provides the advantages as below.
The present disclosure can provide a flexible connection between the base and house columns to absorb shock waves and protect the building when the earthquake comes, and have advantages of a novel structure, an ingenious conception and a convenient usage.
In order to more clearly understand the present disclosure, attached drawings described below are a part of the present disclosure specification to interpret the present disclosure together with embodiments of the present disclosure, which will not constitute limitations of the present disclosure. In the accompanying drawings:
The element labels according to the embodiment of the present disclosure shown as below:
1 base, 10a bottom center of the base, 10b top center of the base, 1a bottom inner wall of the base, 1b inner walls on two sides of the base, 1c top inner wall of the base, fixing structure 2, top block 3, 3a top center of the top block, 4 fixing groove, 5 scaling bar, 6 through-hole, 7 sliding groove, 8 sliding plate, 8a top center of the sliding plate, 8b top of the sliding plate, 9 shock-absorbing damping pad, 10 sliding block, 11 damping structure, 12 second limiting plate, 13 first limiting plate, 14 positioning plate, 15 positioning post, 16 casing, 16a bottom inner wall of the casing, 17 first supporting spring, 18 limiting block, 18a top center of the limiting block, 18b bottom of the limiting block, 19 telescopic tube, 20 second supporting swing.
Reference will now be made in detail to embodiments, examples of which are illustrated in the accompanying drawings 1-4.
Referring to
Referring to
Based on the second embodiment of the present disclosure, a third second embodiment of the present disclosure is provided that the positioning plate 14 includes a projection irregularly arranged thereon.
Referring to
Referring to
When using the civil engineering anti-seismic structure of the present disclosure, the base 1 is fixed below the ground by the fixing structure 2, bottom ends of house columns are inserted and fixed to the interior of the fixing groove 4, and top ends of the house columns are fixed on house beams so that the house columns can directly squeeze the shock-absorbing damping pad 9. In this way, a flexible connection between the base 1 and the house columns can be obtained to absorb shock waves and protect the building when the earthquake comes. When the sliding plate 8 is sliding downwardly, the damping structure 11 is stretched, under a counterforce, the connection between the house columns and the house beams can be ensured more closely, thus ensuring the fixed stability effectively therebetween. Furthermore, both the sliding groove 7 and the sliding block 10 are provided to ensure the sliding plate 8 move stably.
The present disclosure can provide a flexible connection between the base and the house columns to absorb shock waves and protect the building when the earthquake comes, and have advantages of a novel structure, an ingenious conception and a convenient usage.
Finally, it should be noted that: the above description is only the preferred embodiment of the present disclosure rather than constitute limitations of the present disclosure. Although the features and elements of the present disclosure are described as embodiments in detail, for one of ordinary skill in the related art, each feature or element can be used alone or in other various combinations within the principles of the present disclosure to the full extent indicated by the broad general meaning of the terms in which the appended claims are expressed. Any variation or equivalent replacement or improvement made by one of ordinary skill in the related art without departing from the spirit of the present disclosure shall fall within the protection scope of the present disclosure.
Number | Date | Country | Kind |
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201822075659.X | Dec 2018 | CN | national |
Filing Document | Filing Date | Country | Kind |
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PCT/CN2018/120723 | 12/12/2018 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2020/118577 | 6/18/2020 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
2055000 | Bacigalupo | Sep 1936 | A |
4328648 | Kalpins | May 1982 | A |
4402483 | Kurabayashi | Sep 1983 | A |
4514941 | Gonzalez Flores | May 1985 | A |
4533109 | Delam | Aug 1985 | A |
4554767 | Ikonomou | Nov 1985 | A |
4599834 | Fujimoto | Jul 1986 | A |
4917211 | Yamada | Apr 1990 | A |
5014474 | Fyfe | May 1991 | A |
20130089379 | Younan | Apr 2013 | A1 |
Number | Date | Country |
---|---|---|
107313424 | Nov 2017 | CN |
Entry |
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International Search Report issued in corresponding International application No. PCT/CN2018/120723, dated Sep. 9, 2019. |
Written Opinion of the International Searching Authority for No. PCT/CN2018/120723, dated Sep. 9, 2019. |
Initial Publication For PCT/CN2018/120723. |
Number | Date | Country | |
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20210002846 A1 | Jan 2021 | US |