CN205976078U - Simple and easy shock insulation brickwork wall structure - Google Patents
Simple and easy shock insulation brickwork wall structure Download PDFInfo
- Publication number
- CN205976078U CN205976078U CN201621003634.3U CN201621003634U CN205976078U CN 205976078 U CN205976078 U CN 205976078U CN 201621003634 U CN201621003634 U CN 201621003634U CN 205976078 U CN205976078 U CN 205976078U
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- China
- Prior art keywords
- damping
- building block
- section
- blockwork
- shock attenuation
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- 230000035939 shock Effects 0.000 title claims abstract description 23
- 238000009413 insulation Methods 0.000 title claims abstract description 16
- 238000013016 damping Methods 0.000 claims abstract description 62
- 238000009414 blockwork Methods 0.000 claims abstract description 23
- 239000004567 concrete Substances 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- RSWGJHLUYNHPMX-ONCXSQPRSA-N abietic acid Chemical compound C([C@@H]12)CC(C(C)C)=CC1=CC[C@@H]1[C@]2(C)CCC[C@@]1(C)C(O)=O RSWGJHLUYNHPMX-ONCXSQPRSA-N 0.000 claims description 3
- 239000003190 viscoelastic substance Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims 1
- 239000011449 brick Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 238000002955 isolation Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 1
- 241000397426 Centroberyx lineatus Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a simple and easy shock insulation brickwork wall structure belongs to the building field, including the ordinary brickwork wall section on upper portion, the shock attenuation blockwork section of lower part, shock attenuation blockwork section is built by laying bricks or stones by the shock attenuation building block and is formed, be provided with the damping laminboard layer in the shock attenuation building block, two parts about the damping laminboard layer is separated the shock attenuation building block become, the opposite face of two parts building block is unsmooth cooperation, the height of shock attenuation blockwork section is within 1.5 meters. Set up the seismic energy that shock attenuation blockwork section is kept apart and is dissipated and input through the lower part to reach the effect that reduces structure earthquake reaction, protection architecture safety, simple feasible, economy is effective, but the wide application in having a large capacity and a wide range, low layer masonry structure house.
Description
Technical field
This utility model is related to building field, in particular to a kind of simple shock insulation masonry wall structure.
Background technology
Masonry structure building be a kind of using built by laying bricks or stones by block and mortar wall, post as main bearing member room
Room.The construction cost in this house is general substantially to be reduced compared with steel house, reinforced concrete structure house, and construction technology
Simply, therefore, in the numerous area of China, especially less-developed villages and small towns are regional, and masonry structure building is still numerous people so far
The masses extensively apply.However, due to building by laying bricks or stones with bulk, mortar shear behavior be poor, build-in attribute, the masonry structure room such as fragility is strong
The anti-seismic performance in room is poor.In all previous violent earthquakes such as Tangshan Earthquake, Wenchuan earthquake, Yaan earthquake, masonry structure building breaks
Earthquake that is bad, collapsing is extremely serious, causes huge casualties and property loss.
Isolation seism building base technology is a kind of by lifting building in the basic Seismic Isolation of Isolation Layer that arranges and superstructure between
The advanced technology of quake-resistant safety level.At present, conventional Seismic Isolation of Isolation Layer in architectural engineering mainly has laminated rubber bases Seismic Isolation of Isolation Layer, rubs
Wipe the pendulum several types such as bearing Seismic Isolation of Isolation Layer and laminated rubber bases-friction slipper composite shock insulation layer.Designed by rational,
These shock insulation Rotating fields existing can play good isolating affection in Practical Project, greatly improves the antidetonation of building structure
Level of security.However, for broad masses of the people underdeveloped, the cost of above-mentioned shock insulation Rotating fields is fairly expensive
It is impossible to bear.How by the quake-resistant safety water of simple possible, cost-effective method or measure lifting masonry structure building
Earthquake that is flat, mitigating masonry structure building in Future Earthquakes becomes one of emphasis problem of China's building aseismicity research now, with
When be also concerning one of hundreds of millions of Chinese people's quake-resistant safety, the node problems of urgent need to resolve.
Utility model content
The purpose of this utility model is to provide a kind of simple shock insulation masonry wall structure, to solve the above problems.
For realizing this utility model purpose, the technical scheme of employing is：A kind of simple shock insulation masonry wall structure, including top
Ordinary masonry wall section, the damping blockwork section of bottom；Damping blockwork section is formed by damping concrete block masonry, described damping building block
Inside it is provided with damping laminboard layer, damping building block is separated into upper and lower two parts by damping laminboard layer, and the opposite face of two parts building block is
Male-female engagement；The height of damping blockwork section is within 1.5 meters.
Further, the wall thickness of described damping blockwork section is more than the wall thickness of ordinary masonry wall section.
Further, in described damping blockwork section, least one layer of damping building block is to arrange along building block length direction, extremely
Few one layer of damping building block is along the setting of building block width.
Further, between the adjacent two layers damping building block in described damping blockwork section, there is screed.
Further, described damping laminboard layer is damping rubber, viscoelastic material, high-performance modified mortar or Colophonium.
The beneficial effects of the utility model are to arrange the isolation of damping blockwork section and the input that dissipates by the bottom in body of wall
Seismic energy, thus reach reducing structural seismic response, the effect of protection structure safety, and damp two that laminboard layer separates
Between part-block pass through male-female engagement, damping laminboard layer be also attached to concavo-convex between, so that building block is born outside bigger plane
Power, improve the outer stress performance of its plane, simple possible, economical and effective, in can be widely applied to have a large capacity and a wide range, low layer builds
Body structural building.
Brief description
Fig. 1 is the structural representation of the simple shock insulation masonry wall structure that this utility model provides；
Fig. 2 is A-A sectional view in Fig. 1；
Fig. 3 is the structural representation that the damping building block elongatedness of damping blockwork section and width combination are piled up；
Fig. 4 is that damping building block damps the structural representation that laminboard layer is arranged along building block length direction；
Fig. 5 is that damping building block damps the structural representation that laminboard layer arranges along building block length direction and has two concaveconvex structures
Figure.
Specific embodiment
Below by specific embodiment and combine accompanying drawing this utility model is described in further detail.
Fig. 1 to Fig. 5 shows the simple shock insulation masonry wall structure that this utility model provides, including the ordinary masonry wall on top
Section 1, the damping blockwork section 2 of bottom；Damping blockwork section 2 is built by laying bricks or stones by damping building block 3 and is formed, and is provided with resistance in damping building block 3
Buddhist nun's laminboard layer 4, damping building block 3 is separated into upper and lower two parts by damping laminboard layer 4, and the opposite face of two parts building block is concavo-convex joining
Close；The height of damping blockwork section 2 within 1.5 meters, concrete height in the range of this according to circumstances depending on.
The ordinary masonry wall section 1 on top is built by laying bricks or stones using existing routine masonry units, and such as fired common brick, concrete are common
Brick, concrete segment, foamed ceramic building block etc., interlaced arrangement between the building block up and down of adjacent two layers.
The wall thickness of damping blockwork section 2 is more than the wall thickness of ordinary masonry wall section 1, sees Fig. 2.In damping blockwork section 2
Adjacent two layers damping building block 3 between there is screed.In damping blockwork section 2, least one layer of damping building block 3 is along building block
Length direction is arranged, and least one layer of damping building block 3 is along the setting of building block width, sees Fig. 3.
The quantity of the projection of male-female engagement and groove and cross sectional shape all can need according to practical situation and set arrangement.Resistance
Buddhist nun's laminboard layer 4 either direction can be arranged, to be applied to different installation walls along along the length and width of damping building block 3 or high three directions
Body.
Fig. 4 is the damping block structure that damping laminboard layer 4 is arranged along building block length direction, the phase of two parts damping building block 3
A fin and corresponding recesses male-female engagement are passed through in opposite, and the rectangular cross-section of fin and groove is it is ensured that certain contact surface
Amass it is ensured that its deformity out of plane resistivity, easy to make, the alternatively other shapes such as swallow-tail form, Fig. 5 is by two fins
And the structure of corresponding recesses male-female engagement, the quantity of fin and groove can be decided according to the actual requirements, and can arrange multiple.
Damping laminboard layer 4 is damping rubber, viscoelastic material, high-performance modified mortar or Colophonium, and other property may also be employed
Damping material that matter is similar to etc., as damping laminboard layer 4, absorbs vibration energy using its damping capacity.Damping building block 3 is Calx
Sand or air entrained concrete, or other building block making materials that country's permission uses.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, for this
For the technical staff in field, this utility model can have various modifications and variations.All of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvement made etc., should be included within protection domain of the present utility model.
Claims (5)
1. a kind of simple shock insulation masonry wall structure is it is characterised in that include the ordinary masonry wall section on top, the damping building block of bottom
Wall section；Damping blockwork section is formed by damping concrete block masonry, is provided with damping laminboard layer in described damping building block, damps laminboard layer
Damping building block is separated into upper and lower two parts, the opposite face of two parts building block is male-female engagement；The height of damping blockwork section exists
Within 1.5 meters.
2. simple shock insulation masonry wall structure according to claim 1 is it is characterised in that the wall thickness of described damping blockwork section
Degree is more than the wall thickness of ordinary masonry wall section.
3. simple shock insulation masonry wall structure according to claim 1 is it is characterised in that in described damping blockwork section at least
One layer of damping building block is along the setting of building block length direction, and least one layer of damping building block is along the setting of building block width.
4. simple shock insulation masonry wall structure according to claim 1 is it is characterised in that phase in described damping blockwork section
Between adjacent two-layer damping building block, there is screed.
5. simple shock insulation masonry wall structure according to claim 1 is it is characterised in that described damping laminboard layer is damping rubber
Glue, viscoelastic material, high-performance modified mortar or Colophonium.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621003634.3U CN205976078U (en) | 2016-08-31 | 2016-08-31 | Simple and easy shock insulation brickwork wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621003634.3U CN205976078U (en) | 2016-08-31 | 2016-08-31 | Simple and easy shock insulation brickwork wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976078U true CN205976078U (en) | 2017-02-22 |
Family
ID=58038824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621003634.3U Expired - Fee Related CN205976078U (en) | 2016-08-31 | 2016-08-31 | Simple and easy shock insulation brickwork wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976078U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826360A (en) * | 2019-03-15 | 2019-05-31 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of anti-buckling energy-consumption and production method |
-
2016
- 2016-08-31 CN CN201621003634.3U patent/CN205976078U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826360A (en) * | 2019-03-15 | 2019-05-31 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of anti-buckling energy-consumption and production method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee after: SICHUAN INSTITUTE OF BUILDING RESEARCH Co.,Ltd. Address before: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee before: SICHUAN INSITITUTE OF BUILDING RESEARCH |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |