CN102839776A - Anti-seismic brick - Google Patents

Anti-seismic brick Download PDF

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Publication number
CN102839776A
CN102839776A CN201110171881XA CN201110171881A CN102839776A CN 102839776 A CN102839776 A CN 102839776A CN 201110171881X A CN201110171881X A CN 201110171881XA CN 201110171881 A CN201110171881 A CN 201110171881A CN 102839776 A CN102839776 A CN 102839776A
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CN
China
Prior art keywords
building block
wall
water bag
masonry
effect
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201110171881XA
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Chinese (zh)
Inventor
叶雄飞
胡星星
王更
杨铁梁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201110171881XA priority Critical patent/CN102839776A/en
Publication of CN102839776A publication Critical patent/CN102839776A/en
Pending legal-status Critical Current

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Abstract

The present invention relates to an anti-seismic brick, which comprises two parts of a brick body sintered from a special shape and a water bag, wherein a film bag made from plastic or other materials is filled with a certain amount of water to form the water bag, the whole body forms a micro tuned liquid damper (TLD), the bricks are prepared into a wall body through anti-seismic calculation to form a whole line TLD system so as to form a house structure and the like, such that an anti-seismic effect is provided.

Description

The antidetonation brick
Technical field
Civil engineering and building.
Background technology
At present, known shockproof facility is fluid damping equipment and friction energy consuming device, and the former is in the majority.Mostly fluid damping equipment is the water tank of top of high-rise buildings; Utilize the water body frequency to equal or near frequency of seismic wave; Make the water sports direction always in the opposite direction, and then utilize the inertia force of water body to offset the power that earthquake produces, reach shockproof effect with seismic wave; Water sports friction energy-dissipating simultaneously also can play the effect of damping.But it is top to consider that such equipment only is arranged on, bad to lower floor and protecting foundation effect, and considers that the dispersion damping effect is better, so the present invention has utilized distributed antidetonation and the supporting Shockproof brick that designed.
Summary of the invention
In order to overcome existing shock-absorption to lower floor and the bad problem of protecting foundation effect, this patent has adopted distributed shockproof setting.What invention solved that its technical problem adopted is: adopt the building block form, the long 390mm of building block, wide 190mm, high 190mm, or other data size; Four jiaos are adopted the semi-circular recesses form, and radius is 40mm, or other data size; Be used for the coupling between the building block, reinforcing masonry structure.In the middle of masonry, exist an oval column type hollow, the bottom is a sealing state, and three apertures are respectively arranged at the masonry two ends, is used for connecting masonry up and down, makes it more firm; And hollow position is used to place half-full full water bag, and the existence of water bag can prevent that water body is deep in the masonry, and half-full being full of in order to be that water can move in masonry produces inertia force and energy dissipating; The beneficial effect of the utility model is that shockproof effect is gone in being distributed to every layer, and then can play certain opposing effect to the subsidence of foundations.
Description of drawings
Description of drawings: Fig. 1 is a masonry three-plane projection drawing; Fig. 2 is the body of wall vertical view; Fig. 3 is a brick body design sketch.
The specific embodiment
A certain amount of water bag at first will be housed, and to put into the oval cross section cylinder hollow, then masonry piled up, and prevents when piling up that concrete is deep on the water bag in the hollow body, and wherein the water bag form is multiple, does not give unnecessary details one by one; Can see then between the building block forming semi-circular groove, in groove, add concrete, it is slipped into wherein, make after condensing that globality is stronger between the building block of body of wall, six apertures also can reach this effect; Smear one deck cement paste at surface of wall at last, if the words of insulation can also add one deck heat insulating material.The body of wall that this kind masonry is made all is set in each layer, but this body of wall discomfort is used as the load bearing wall of outside, suitable as inner body of wall, can play the effect that alleviates building weight.

Claims (3)

1. a brick body or building block that utilizes the TLD seismic design.
2. through the form of certain water bag is set, reach a kind of brick body or the building block of the purpose of antidetonation through the TLD seismic design.
3. a certain amount of water bag will be housed, and to put into the oval cross section cylinder hollow, then masonry piled up, and prevents when piling up that concrete is deep on the water bag in the hollow body; Can see then between the building block forming semi-circular groove, in groove, add concrete, it is slipped into wherein, make after condensing that globality is stronger between the building block of body of wall, six apertures also can reach this effect; Smear one deck cement paste at surface of wall at last, if the words of insulation can also add one deck heat insulating material; The body of wall that this this masonry is again made all is set in each layer, the usable as internal body of wall, play the effect that alleviates building weight and realize antihunt action a kind of brick body or building block.
CN201110171881XA 2011-06-24 2011-06-24 Anti-seismic brick Pending CN102839776A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201110171881XA CN102839776A (en) 2011-06-24 2011-06-24 Anti-seismic brick

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201110171881XA CN102839776A (en) 2011-06-24 2011-06-24 Anti-seismic brick

Publications (1)

Publication Number Publication Date
CN102839776A true CN102839776A (en) 2012-12-26

Family

ID=47367476

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110171881XA Pending CN102839776A (en) 2011-06-24 2011-06-24 Anti-seismic brick

Country Status (1)

Country Link
CN (1) CN102839776A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106460354A (en) * 2014-03-24 2017-02-22 马西莫·基亚皮妮 Composite foundations for seismic protection of building constructions

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3237414A (en) * 1959-10-19 1966-03-01 Univ Minnesota Wave attenuating device and method of attenuating waves
CN1036242A (en) * 1988-03-30 1989-10-11 黄晨光 Anti-seismic brick with double arch shape
CN2778937Y (en) * 2005-04-05 2006-05-10 张毅斌 Back cover concrete two-hole brick

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3237414A (en) * 1959-10-19 1966-03-01 Univ Minnesota Wave attenuating device and method of attenuating waves
CN1036242A (en) * 1988-03-30 1989-10-11 黄晨光 Anti-seismic brick with double arch shape
CN2778937Y (en) * 2005-04-05 2006-05-10 张毅斌 Back cover concrete two-hole brick

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
吴轶 ,莫海鸿 ,杨春: "三维排架渡槽中水的调频液体阻尼效应", 《水利学报》 *
施鑫竹,郑毅: "消能减震技术在抗震概念设计中的应用", 《有色金属设计》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106460354A (en) * 2014-03-24 2017-02-22 马西莫·基亚皮妮 Composite foundations for seismic protection of building constructions

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Application publication date: 20121226