CN103758253B - A kind of Tsunami-resistant filled wall frame structure - Google Patents
A kind of Tsunami-resistant filled wall frame structure Download PDFInfo
- Publication number
- CN103758253B CN103758253B CN201310750021.0A CN201310750021A CN103758253B CN 103758253 B CN103758253 B CN 103758253B CN 201310750021 A CN201310750021 A CN 201310750021A CN 103758253 B CN103758253 B CN 103758253B
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- wall block
- tsunami
- mortar joint
- filling
- vierendeel girder
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Abstract
The present invention relates to a kind of Tsunami-resistant filled wall frame structure, including the agent structure being made up of frame column and Vierendeel girder, agent structure is divided into latticed constructional column and structure beam, fills the wall block and being laid on of filling within a grid and fill the tension rib in wall block and the mortar joint filled between wall block, described bury the mortar joint of tension rib, Vierendeel girder top underground and fill bottom wall block between mortar joint, structure back portion and the mortar joint between filling bottom wall block and the mortar joint at distance agent structure lowermost end setting height all use water solublity binding material to build by laying bricks or stones.Compared with prior art, the present invention is when impacting without tsunami, agent structure and filling wall block resist vertical load and the horizontal force action such as wind, earthquake jointly, when structure is impacted by tsunami, the water-soluble material of junction is ineffective, fills the inefficacy of wall block and topples over, to discharge the impulsive force of tsunami, the impact area of sea water is greatly reduced, and finally makes agent structure destroy from tsunami.
Description
Technical field
The present invention relates to building engineering field, especially relate to a kind of Tsunami-resistant filled wall frame structure.
Background technology
During northeastern Japan violent earthquake on the 11st March in 2011, there occurs the biggest tsunami, destroyed by rush of water substantial amounts of light-duty
Structure (wood, lightweight steel construction) house.From the visible certain law of disaster field: tsunami when frontal impact house,
Fill wall and bear the biggest impulsive force, cause whole house collapse or washed away by tsunami；And do not fall during tsunami impact
The house collapsed, is all the impact load having door and window mouth to shed a part, or peripheral filling after wall destroys by rush of water has shed greatly
Part of impact force, allows tsunami pass through, destroys by rush of water so that agent structure exempts from.The main cause causing this kind of phenomenon is
Band Fill model, being impacted by tsunami when, obtains agent structure owing to filling the load-bearing area ambassador of wall
Suffered side force is excessive, thus causes agent structure to be collapsed or be flushed away.Therefore, research invention one can be at tsunami
The filling wall toppled over during attack, i.e. can reach loss and fills wall and protect the effect of agent structure, and this is for reducing sea
The infringement brought of making a whistling sound extremely is necessary.
Summary of the invention
Defect that the purpose of the present invention is contemplated to overcome above-mentioned prior art to exist and filling out of a kind of anti-tsunami is provided
Fill wall frame structure.
The purpose of the present invention can be achieved through the following technical solutions: a kind of Tsunami-resistant filled wall frame structure,
It is characterized in that, including the agent structure being made up of frame column and Vierendeel girder, agent structure is divided into latticed
Constructional column and structure beam, fill filling wall block within a grid and be laid on filling wall block and fill between wall block
Mortar joint in tension rib, described bury the mortar joint of tension rib, Vierendeel girder top underground and fill bottom wall block between
At mortar joint, structure back portion and the mortar joint between filling bottom wall block and distance agent structure lowermost end setting height
Mortar joint all use water solublity binding material to build by laying bricks or stones.
Described frame column and fill between wall block, bottom Vierendeel girder and fill between wall block, bottom Vierendeel girder and structure
Make between post, between constructional column and filling wall block, bottom structure beam and between filling wall block, be equipped with gap, described
The central filler in gap have insulation material, seal with encapsulant outside this insulation material.
Described constructional column is anchored in Vierendeel girder by vertical muscle, and described structure beam is anchored at frame column by vertical muscle
In.
The outside of the described mortar joint built by laying bricks or stones with water solublity binding material is provided with bucker, this bucker lower end and wall
Between leave gap.
Described bucker is inverted L-shaped.
Compared with prior art, the present invention, by filling wall block design, between framework and filling wall, fills wall
All it is connected with flexible water-soluble material with between its internal constructional column, structure beam, when impacting without tsunami, main body
Structure and filling wall block resist vertical load and the horizontal force action such as wind, earthquake, jointly when structure is rushed by tsunami
When hitting, the water-soluble material of junction is ineffective, fills the inefficacy of wall block and topples over, to discharge the impulsive force of tsunami,
The impact area of sea water is greatly reduced, and finally makes agent structure destroy from tsunami.
Accompanying drawing explanation
Fig. 1 is that the master of the present invention regards generalized section；
Fig. 2 is the top cross-sectional view of A-A in Fig. 1；
Fig. 3 is the side elevational cross-section schematic diagram of B-B in Fig. 1.
Detailed description of the invention
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
As Figure 1-3, a kind of Tsunami-resistant filled wall frame structure, it is characterised in that include by frame column 1
With Vierendeel girder 2 composition agent structure, agent structure is divided into latticed constructional column 3 and structure beam 4, fill out
Fill filling wall block 5 within a grid and be laid on drawing in the mortar joint filled between wall block 5 and filling wall block 5
Knot muscle 7, described constructional column 3 is anchored in Vierendeel girder 2 by vertical muscle, and described structure beam 4 is by vertical muscle anchor
Gu in frame column 1.
Mortar joint 82 between bottom the described mortar joint 81 burying tension rib underground, Vierendeel girder top and filling wall block, structure
At mortar joint 83 between making back portion and filling bottom wall block and distance agent structure lowermost end setting height (high
In body of wall damp-proof layer height, at least above grade 150mm) mortar joint 84 all use water solublity binding material
Building by laying bricks or stones, remaining mortar joint uses masonry of cement mortar, and when attacking without tsunami, water solublity binding material is sturdy and durable,
Can meet with the bond effect of tension rib 7 and normally use requirement；When being attacked by tsunami, water solublity binding material
Losing efficacy immediately, tension rib 7 is lost the drawknot effect filling wall, fills wall inefficacy and topples over.
Described frame column 1 and fill between wall block 5, bottom Vierendeel girder 2 and fill between wall block 5, Vierendeel girder
With filling wall block 5 between bottom 2 and constructional column 3, between constructional column 3 and filling wall block 5, bottom structure beam 4
Between be equipped with gap 6, the central filler in described gap 6 have molding polyphenyl plate heat preserving material, this insulation material
Outside elaxtic seal seals.
The outside of the described mortar joint built by laying bricks or stones with water solublity binding material is provided with inverted L-shaped bucker 9, this bucker 9
Lower end with leave gap between the walls.When normal use, bucker 9 can keep out the invasion and attack of rainwater, when tsunami is attacked,
Bucker 9 is opened by lower end, so can guarantee that safety when structure normally uses, the water solublity when tsunami is attacked
Mortar joint can lose efficacy again in time, fills wall and separates with agent structure, discharges tsunami impulsive force.
The above-mentioned description to embodiment is to be understood that for ease of those skilled in the art and apply this
Bright.These embodiments obviously easily can be made various amendment by person skilled in the art, and at this
The General Principle illustrated is applied in other embodiments without through performing creative labour.Therefore, the present invention does not limits
In embodiment here, those skilled in the art according to the announcement of the present invention, the improvement that the present invention is made and repairing
Changing all should be within protection scope of the present invention.
Claims (3)
1. a Tsunami-resistant filled wall frame structure, it is characterised in that include being made up of frame column and Vierendeel girder
Agent structure, agent structure be divided into latticed constructional column and structure beam, fill filling wall within a grid
Block and being laid on fills the tension rib in wall block and the mortar joint filled between wall block, lay tension rib mortar joint,
Vierendeel girder top and the mortar joint between filling bottom wall block, structure back portion and the mortar joint between filling bottom wall block with
And the mortar joint at distance agent structure lowermost end setting height all uses water solublity binding material to build by laying bricks or stones；
Described frame column and fill between wall block, bottom Vierendeel girder and fill between wall block, bottom Vierendeel girder and structure
Make between post, between constructional column and filling wall block, bottom structure beam and between filling wall block, be equipped with gap, described
The central filler in gap have insulation material, seal with encapsulant outside this insulation material；
Described constructional column is anchored in Vierendeel girder by vertical muscle, and described structure beam is anchored at frame column by vertical muscle
In.
A kind of Tsunami-resistant filled wall frame structure the most according to claim 1, it is characterised in that described
The outside of the mortar joint built by laying bricks or stones with water solublity binding material be provided with bucker, this bucker lower end with leave between the walls
Gap.
A kind of Tsunami-resistant filled wall frame structure the most according to claim 2, it is characterised in that described
Bucker be inverted L-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310750021.0A CN103758253B (en) | 2013-12-31 | 2013-12-31 | A kind of Tsunami-resistant filled wall frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310750021.0A CN103758253B (en) | 2013-12-31 | 2013-12-31 | A kind of Tsunami-resistant filled wall frame structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103758253A CN103758253A (en) | 2014-04-30 |
| CN103758253B true CN103758253B (en) | 2016-08-17 |
Family
ID=50525562
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310750021.0A Expired - Fee Related CN103758253B (en) | 2013-12-31 | 2013-12-31 | A kind of Tsunami-resistant filled wall frame structure |
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| CN (1) | CN103758253B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763081B (en) * | 2015-03-31 | 2017-09-15 | 四川电力设计咨询有限责任公司 | The flexible connecting structure of masonry filler wall and concrete structure |
| CN110593442A (en) * | 2019-08-19 | 2019-12-20 | 西南交通大学 | Building method of masonry infilled wall adaptive to deformation of external frame |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2581406A1 (en) * | 1985-05-06 | 1986-11-07 | Lallement Jean | Watertight rigid metal partition which is extensible, variable and removable, intended for closing off any opening in a premises in the event of a flood |
| JPH10306525A (en) * | 1998-02-13 | 1998-11-17 | Corona Giken Kk | Fitting structure of bearing wall panel |
| CN102535684A (en) * | 2012-02-17 | 2012-07-04 | 长春工程学院 | Plane external collapse preventive filling wall |
| CN202370088U (en) * | 2011-11-30 | 2012-08-08 | 青岛理工大学 | Rocking wall structure system and ocean platform using system |
| CN203742023U (en) * | 2013-12-31 | 2014-07-30 | 同济大学 | Anti-tsunami filled wall frame structure |
-
2013
- 2013-12-31 CN CN201310750021.0A patent/CN103758253B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2581406A1 (en) * | 1985-05-06 | 1986-11-07 | Lallement Jean | Watertight rigid metal partition which is extensible, variable and removable, intended for closing off any opening in a premises in the event of a flood |
| JPH10306525A (en) * | 1998-02-13 | 1998-11-17 | Corona Giken Kk | Fitting structure of bearing wall panel |
| CN202370088U (en) * | 2011-11-30 | 2012-08-08 | 青岛理工大学 | Rocking wall structure system and ocean platform using system |
| CN102535684A (en) * | 2012-02-17 | 2012-07-04 | 长春工程学院 | Plane external collapse preventive filling wall |
| CN203742023U (en) * | 2013-12-31 | 2014-07-30 | 同济大学 | Anti-tsunami filled wall frame structure |
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| Publication number | Publication date |
|---|---|
| CN103758253A (en) | 2014-04-30 |
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Granted publication date: 20160817 Termination date: 20181231 |
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| CF01 | Termination of patent right due to non-payment of annual fee |