CN203742023U - Anti-tsunami filled wall frame structure - Google Patents
Anti-tsunami filled wall frame structure Download PDFInfo
- Publication number
- CN203742023U CN203742023U CN201320890540.2U CN201320890540U CN203742023U CN 203742023 U CN203742023 U CN 203742023U CN 201320890540 U CN201320890540 U CN 201320890540U CN 203742023 U CN203742023 U CN 203742023U
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- tsunami
- infilled wall
- filled
- wall piece
- filled wall
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Abstract
The utility model relates to an anti-tsunami filled wall frame structure comprising a main structure, structural columns, structural beams, filled wall blocks, and tie bars. The main structure is composed of frame columns and frame beams. The structural columns and the structural beam divide the main structure into a mesh; the mesh is filled with the filled wall blocks. The tie bars are laid in mortar joints between the filled wall blocks. The mortar joints for burying the tie bars, mortar joints between the top of the frame beams and the bottom of the filled wall blocks, mortar joints between the top of the structural beams and the bottom of the filled wall blocks, and mortar joints at set heights from the bottommost end of the main structure are all built with water-soluble cement material. Compared with the prior art, the anti-tsunami filled wall frame structure has the advantages that in case of no impact of tsunami, the main structure and the filled wall blocks jointly resist vertical load and horizontal actions such as wind and earthquake; when the structure experiences the impact of tsunami, the water-soluble material of the joints is inactivated, the filled wall blocks fail and fall, the impact of tsunami is released, the impact area of sea water is greatly decreased, and finally the main structure is freed of tsunami destruction.
Description
Technical field
The utility model relates to building engineering field, especially relates to a kind of filled frame structure of anti-tsunami.
Background technology
When March in 2011 northeastern Japan violent earthquake on the 11st, there is very large tsunami, a large amount of lightweight structures of having destroyed by rush of water (wood, lightweight steel construction) house.Can see certain law from disaster field: tsunami is during from frontal impact house, and infilled wall has born very large impact force, causes whole house collapse or is washed away by tsunami; And tsunami house of not collapsing while impacting is all to have door and window mouth to shed a part of impact load, or peripheral infilled wall shed most of impact force after destroying by rush of water, and allows tsunami pass through, and destroys by rush of water thereby agent structure is exempted from.The main cause that causes this class phenomenon be with filled frame structure in being subject to tsunami and impacting, due to the load-bearing area ambassador of infilled wall, to obtain the suffered lateral force of agent structure excessive, thereby cause agent structure collapse or be flushed away.Therefore, a kind of infilled wall that can topple in the time that tsunami attacks of research utility model, can reach the effect of losing infilled wall and protect agent structure, and this infringement bringing for minimizing tsunami is extremely necessary.
Utility model content
The purpose of this utility model is exactly the filled frame structure that a kind of anti-tsunami is provided in order to overcome the defect that above-mentioned prior art exists.
The purpose of this utility model can be achieved through the following technical solutions: a kind of filled frame structure of anti-tsunami, it is characterized in that, comprise the agent structure being formed by frame column and Vierendeel girder, agent structure is divided into latticed constructional column and structure beam, be filled in the infilled wall piece in grid, and be laid on the tension rib in the mortar joint between infilled wall piece and infilled wall piece, the described mortar joint of burying tension rib underground, mortar joint between Vierendeel girder top and infilled wall piece bottom, construct the mortar joint between back portion and infilled wall piece bottom and all adopt water-soluble binding material to build by laying bricks or stones apart from the mortar joint at agent structure lowermost end setting height place.
Between described frame column and infilled wall piece, between Vierendeel girder bottom and infilled wall piece, between Vierendeel girder bottom and constructional column, between constructional column and infilled wall piece, construct bottom beam and be equipped with gap between infilled wall piece, the centre in described gap is filled with heat insulating material, and this heat insulating material outside seals with encapsulant.
Described constructional column is anchored in Vierendeel girder by vertical muscle, and described structure beam is anchored in frame column by vertical muscle.
The outside of the mortar joint that the water-soluble binding material of described use is built by laying bricks or stones is provided with bucker, and this bucker lower end and between the walls leave gap.
Described bucker is inverted L-shaped.
Compared with prior art, the utility model designs by infilled wall piecemeal, between Frame and masonry infill walls, be all connected with flexible water-soluble material between infilled wall and its inner constructional column, structure beam, in the time impacting without tsunami, agent structure and infilled wall piece are resisted the horizontal force actions such as vertical load and wind, earthquake jointly, in the time that structure is subject to tsunami impact, the water-soluble material of junction is ineffective, infilled wall piece lost efficacy and toppled over, to discharge the impact force of tsunami, the impact area of seawater reduces greatly, finally makes agent structure avoid tsunami and destroys.
Brief description of the drawings
Fig. 1 is that master of the present utility model looks generalized section;
Fig. 2 is the top cross-sectional view of A-A in Fig. 1;
Fig. 3 is the side-looking generalized section of B-B in Fig. 1.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated.
As Figure 1-3, a kind of filled frame structure of anti-tsunami, it is characterized in that, comprise the agent structure that formed by frame column 1 and Vierendeel girder 2, agent structure is divided into latticed constructional column 3 and structure beam 4, is filled in the infilled wall piece 5 in grid and is laid on infilled wall piece 5 tension rib 7 in the mortar joint between infilled wall piece 5, described constructional column 3 is anchored in Vierendeel girder 2 by vertical muscle, and described structure beam 4 is anchored in frame column 1 by vertical muscle.
Mortar joint 83 between bottom mortar joint 82 between the described mortar joint of burying tension rib underground 81, Vierendeel girder top and infilled wall piece bottom, structure back portion and infilled wall piece and apart from agent structure lowermost end setting height place (higher than body of wall damp-proof course height, at least higher than grade 150mm) mortar joint 84 all adopt water-soluble binding material to build by laying bricks or stones, all the other mortar joints adopt masonry of cement mortar, in the time attacking without tsunami, water-soluble binding material is sturdy and durable, can meet normal instructions for use with the bond effect of tension rib 7; In the time being subject to tsunami invasion and attack, water-soluble binding material lost efficacy immediately, and tension rib 7 is lost the drawknot effect to infilled wall, and infilled wall lost efficacy and topples over.
Between described frame column 1 and infilled wall piece 5, between Vierendeel girder 2 bottoms and infilled wall piece 5, between Vierendeel girder bottom 2 and constructional column 3, between constructional column 3 and infilled wall piece 5, construct between beam 4 bottoms and infilled wall piece 5 and be equipped with gap 6, the centre in described gap 6 is filled with molding polyphenyl plate heat preserving material, and this heat insulating material outside seals with elaxtic seal.
The outside of the mortar joint that the water-soluble binding material of described use is built by laying bricks or stones is provided with inverted L-shaped bucker 9, and these bucker 9 lower ends and between the walls leave gap.In the time of normal use, bucker 9 can be kept out the invasion and attack of rainwater, and when tsunami is attacked, bucker 9 is opened by lower end, can ensure like this safety when structure is normally used, in the time that tsunami is attacked, water-soluble mortar joint can lose efficacy again in time, and infilled wall separates with agent structure, discharges tsunami impact force.
The above-mentioned description to embodiment is can understand and apply the utility model for ease of those skilled in the art.Person skilled in the art obviously can easily make various amendments to these embodiment, and General Principle described herein is applied in other embodiment and needn't passes through performing creative labour.Therefore, the utility model is not limited to the embodiment here, and those skilled in the art are according to announcement of the present utility model, and the improvement of making for the utility model and amendment all should be within protection domains of the present utility model.
Claims (5)
1. the filled frame structure of an anti-tsunami, it is characterized in that, comprise the agent structure being formed by frame column and Vierendeel girder, agent structure is divided into latticed constructional column and structure beam, be filled in the infilled wall piece in grid, and be laid on the tension rib in the mortar joint between infilled wall piece and infilled wall piece, the described mortar joint of burying tension rib underground, mortar joint between Vierendeel girder top and infilled wall piece bottom, construct the mortar joint between back portion and infilled wall piece bottom and all adopt water-soluble binding material to build by laying bricks or stones apart from the mortar joint at agent structure lowermost end setting height place.
2. the filled frame structure of a kind of anti-tsunami according to claim 1, it is characterized in that, between described frame column and infilled wall piece, between Vierendeel girder bottom and infilled wall piece, between Vierendeel girder bottom and constructional column, between constructional column and infilled wall piece, construct bottom beam and be equipped with gap between infilled wall piece, the centre in described gap is filled with heat insulating material, and this heat insulating material outside seals with encapsulant.
3. the filled frame structure of a kind of anti-tsunami according to claim 1, is characterized in that, described constructional column is anchored in Vierendeel girder by vertical muscle, and described structure beam is anchored in frame column by vertical muscle.
4. the filled frame structure of a kind of anti-tsunami according to claim 1, is characterized in that, the outside of the mortar joint that the water-soluble binding material of described use is built by laying bricks or stones is provided with bucker, and this bucker lower end and between the walls leave gap.
5. the filled frame structure of a kind of anti-tsunami according to claim 4, is characterized in that, described bucker is inverted L-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320890540.2U CN203742023U (en) | 2013-12-31 | 2013-12-31 | Anti-tsunami filled wall frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320890540.2U CN203742023U (en) | 2013-12-31 | 2013-12-31 | Anti-tsunami filled wall frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203742023U true CN203742023U (en) | 2014-07-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320890540.2U Expired - Fee Related CN203742023U (en) | 2013-12-31 | 2013-12-31 | Anti-tsunami filled wall frame structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203742023U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758253A (en) * | 2013-12-31 | 2014-04-30 | 同济大学 | Tsunami-resistant filled wall frame structure |
| CN107246070A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | The wallboard module of the layering pressure-bearing supporting with steel structure frame |
| CN107246087A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | The assemble method of steel structure frame and layering pressure-bearing wallboard module |
| US9850633B1 (en) | 2016-08-30 | 2017-12-26 | Sergey Sharapov | Method and structure for dampening tsunami waves |
-
2013
- 2013-12-31 CN CN201320890540.2U patent/CN203742023U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758253A (en) * | 2013-12-31 | 2014-04-30 | 同济大学 | Tsunami-resistant filled wall frame structure |
| CN103758253B (en) * | 2013-12-31 | 2016-08-17 | 同济大学 | A kind of Tsunami-resistant filled wall frame structure |
| US9850633B1 (en) | 2016-08-30 | 2017-12-26 | Sergey Sharapov | Method and structure for dampening tsunami waves |
| CN107246070A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | The wallboard module of the layering pressure-bearing supporting with steel structure frame |
| CN107246087A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | The assemble method of steel structure frame and layering pressure-bearing wallboard module |
| CN107246070B (en) * | 2016-12-01 | 2019-10-01 | 牛智勇 | The wallboard module of layering pressure-bearing matched with steel structure frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140730 Termination date: 20161231 |
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| CF01 | Termination of patent right due to non-payment of annual fee |