CN205134528U - Elasticity power consumption bulk filling structure antidetonation frame - Google Patents
Elasticity power consumption bulk filling structure antidetonation frame Download PDFInfo
- Publication number
- CN205134528U CN205134528U CN201520836433.0U CN201520836433U CN205134528U CN 205134528 U CN205134528 U CN 205134528U CN 201520836433 U CN201520836433 U CN 201520836433U CN 205134528 U CN205134528 U CN 205134528U
- Authority
- CN
- China
- Prior art keywords
- solidifying
- earth pillar
- liang
- brick
- congeal
- 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.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides an under not changing frame construction mechanical properties's prerequisite, has the frame filling structure that certain energy dissipation acted on. An elasticity power consumption bulk filling structure antidetonation frame personally experiences sth. Part of the body including concrete frame, brick wall and elasticity power consumption promptly. Congeal native frame and congeal tu liang including first tuliang of congealing and the second that is on a parallel with the horizontal plane to and the first earth pillar with fixed attention and the second of perpendicular to horizontal plane congeal the earth pillar. First tu liang with fixed attention, first earth pillar, second with fixed attention congeal tuliang and congeal earth pillar amalgamation one -tenth rectangle frame with the second. First congeal native position of sill in the second congeals tu liang's top. The upper surface step that the second congeals tu liang has the brick wall. The upper surface and first the congealing of brick wall have the clearance between the native roof beam. First congeal earth pillar and second congeal the earth pillar and the clearance has between the brick wall. First congeal tu liang, first congeal earth pillar and second congeal the earth pillar with pack the elasticity power consumption body in the clearance between the brick wall.
Description
Technical field
The present invention relates to a kind of frame construction, especially consume energy framework interstitital texture.
Background technology
Frame construction refers to and is connect by beam and column just to connect or to be hinged and connected and formed the structure of bearing system, has the advantages such as layout is flexible, space is large and become in construction work to use one of the most a kind of structural system.Frame construction generally carries out compartition by infilled wall.
The Filled-wall material that common framework interstitital texture uses mainly contains lightweight concrete building block and hollow-brick block, but designer often have ignored the impact of infilled wall on structure at present.
Earthquake shows: due to the existence of infilled wall, and the mechanical property of frame construction often changes, and the infilled wall as started causes " short column " to destroy to framework; Excessive structure ductility reduction and the torsional effect of causing of infilled wall rigidity increases etc., and the anti-seismic performance of frame construction all can be made to reduce.
Summary of the invention
Object of the present invention be exactly in order to overcome above-mentioned defect, provide a kind of do not change the prerequisite of frame construction mechanical property under, there is the framework interstitital texture of certain energy-dissipating and shock-absorbing effect.
The technical scheme adopted for realizing the object of the invention is such, and a kind of elastic dissipation energy bulk interstitital texture earthquake-proof frame, is characterized in that: comprise concrete frame, brick wall and elastic dissipation energy body.
Described solidifying native framework comprises the solidifying Tu Liang of the first solidifying Tu Liang and second being parallel to horizontal plane, and coagulates earth pillar perpendicular to the first solidifying earth pillar and second of horizontal plane.Described first solidifying Tu Liang, the first solidifying earth pillar, the solidifying earth pillar of the second solidifying Tu Liang and second piece together rectangle frame.
Described first solidifying Tu Liang is positioned at the top of the described second solidifying Tu Liang.The upper surface of the described second solidifying Tu Liang is built brick wall.Between the upper surface of described brick wall and the first solidifying native beam, there is gap.Described first solidifying earth pillar and second coagulates and has gap between earth pillar and described brick wall.
Elastic dissipation energy body is filled in described first solidifying Tu Liang, the first solidifying earth pillar and the second solidifying gap between earth pillar and described brick wall.
Further, described elastic dissipation energy body is rubber grain.
Further, described brick wall is built into by common brick, hollow brick or aerated bricks.
What deserves to be explained is, the present invention when being subject to the horizontal earthquake action being parallel to frame plane, due to elastic dissipation energy bulk is equivalent to spring equally can compressive deformation, avoid the change of the excessive structural mechanical property caused of common in-filled block rigidity; Simultaneously under geological process, the distortion of elastic dissipation energy bulk is the process of an earthquake energy, can effectively reduce the infringement of earthquake to agent structure.
Therefore, technique effect of the present invention is mathematical.The present invention is for the antidetonation of frame-generic structure, and especially the rural area of antidetonation link weakness has good using value; In addition available frame is filled to the strengthening reconstruction of building, the present invention also can extensive use to its anti-seismic performance of raising, and rebuilding construction is convenient.
Because the integral construction process of elastic dissipation energy bulk earthquake-proof frame interstitital texture of the present invention is identical with the construction technology of common building block, therefore this link can not cause extra-pay.To waste old processing and fabricating in this example, China has industrial scale, and therefore proposition of the present invention can promote the development of waste old industry more, certain degree can reduce the discharge of solid waste, have positive effect to environmental protection.
Accompanying drawing explanation
Fig. 1 is invention structural representation originally;
Fig. 2 is the A-A sectional drawing of Fig. 1;
Fig. 3 is the B-B sectional drawing of Fig. 1;
Fig. 4 is the partial enlarged drawing of L part in Fig. 1.
In figure: the solidifying earth pillar 104 of the solidifying earth pillar 102, second of the solidifying native beam of concrete frame 1, first 101, first solidifying native beam 103, second, brick wall 2, odd-level brick 201, even level brick 202, elastic dissipation energy body 3, wedging body 301, screed 4.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described, but should not be construed the above-mentioned subject area of the present invention and be only limitted to following embodiment.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and customary means, make various replacement and change, all should be included in protection scope of the present invention.
Embodiment 1:
A kind of elastic dissipation energy bulk interstitital texture earthquake-proof frame, is characterized in that: comprise concrete frame 1, brick wall 2 and elastic dissipation energy body 3.
See Fig. 1, described solidifying native framework 1 comprises the first solidifying native beam 101 and the second solidifying native beam 103 being parallel to horizontal plane, and coagulates earth pillar 104 perpendicular to the first solidifying earth pillar 102 and second of horizontal plane.The solidifying native beam 103 of the solidifying earth pillar of described first solidifying native beam 101, first 102, second and the second solidifying earth pillar 104 piece together rectangular frame.In embodiment, above-mentioned beam and column body is rectangle, and above-mentioned beam and column body surrounds the space of a rectangle.
Described first solidifying native beam 101 is positioned at the top of the described second solidifying native beam 103.(level) upper surface of described second solidifying native beam 103 is built brick wall 2.Between the upper surface of described brick wall 2 and the first solidifying native beam 101, there is gap.Described first solidifying earth pillar 102 and second solidifyingly has gap between earth pillar 104 and described brick wall 2.
Elastic dissipation energy body 3 is filled in the solidifying earth pillar of described first solidifying native beam 101, first 102 and the second solidifying gap between earth pillar 104 and described brick wall 2.Preferably, in order to prevent elastic dissipation energy building block being subject to occurring under perpendicular to frame plane External Force Acting that local departs from, power consumption building block adopts horizontal reinforcement to be connected with between common building block.Preferably, described elastic dissipation energy body 3 is rubber grain or block rubber, fills up the brick wall 2(left and right sides, and upper end) and concrete frame 1 between gap, these particles or block can adopt bonding mode to link into an integrated entity each other.Preferably, described elastic dissipation energy body 3 is consolidated into one piece.What deserves to be explained is, the selection of elastic dissipation energy bulk is comparatively extensive, can by junked tire or other rubber secondary operations shaping, the elastomeric material that also can have some strength and rigidity by other processes.Because elastic dissipation energy bulk does not need full wafer infilled wall all to build by laying bricks or stones, compared with the injures and deaths therefore caused with geological process and economic loss, its cost is little.For place with good conditionsi, also can arrange that one elastic dissipation energy bulk is to strengthen effect in infilled wall horizontal direction.In elastic dissipation energy bulk earthquake-proof frame interstitital texture, the construction module of elastic dissipation energy bulk needs and common building block one is shown and conveniently built by laying bricks or stones; Its structure can adopt solid form also can adopt hollow form, and make material from the viewpoint of saving and realize effect etc., hollow elastic dissipation energy bulk more meets the requirements.In elastic dissipation energy bulk earthquake-proof frame interstitital texture of the present invention, the maintenance of elastic dissipation energy bulk is more convenient, because material source mainly waste and scrap, thus obviously favourable to environmental protection.May, lower than the situation of building service life, because it is in structure non-stress part, change also more convenient application life as the elastic dissipation energy bulk existed.
In embodiment, described brick wall 2 is built into by common brick, hollow brick or aerated bricks.It is screed 4 between fragment of brick.
Embodiment 2
The primary structure of the present embodiment is with embodiment 1.Preferably, described brick wall 2 is piled up by some layers of brick and is formed (Fig. 1 is seven layers).Wherein, odd-level brick 201 and even level brick 202 mutual dislocation, make to form gap between even level brick 202 between adjacent odd-level brick 201 and adjacent, and a part for elastic dissipation energy body 3 forms the wedging body 301 embedding brick wall 2.As preferably, odd-level brick 201 and even level brick 202 stagger the position of half brick.Such as, in Fig. 1, there is between first floor brick and third layer brick gap, there is between third layer brick and layer 5 brick gap, have between layer 5 brick and layer 7 brick between gap, the upper surface of the second solidifying native beam 103 and second layer brick there is gap, there is between second layer brick and the 4th layer of brick gap, the 4th layer between brick and layer 6 brick, there is gap.Elastic dissipation energy body 3 is all embedded in these gaps.Make the both sides of described brick wall 2 form as shown in Figure 2 the structure that replaces of elastomeric material and brick again, such structure improves the shock resistance of brick wall to a great extent.
Embodiment 3
The primary structure of the present embodiment is with embodiment 2, and the height of described brick wall 2 is L, width is K.Preferably, the distance between the upper surface of described brick wall 2 and the first solidifying native beam 101 is D, D=1% ~ 10%L.(nearest) distance on the left of described brick wall 2 and between the first solidifying earth pillar 102 is d, and (nearest) distance on the right side of described brick wall 2 and between the second solidifying earth pillar 104 is d, d=1% ~ 10%K.
Claims (3)
1. an elastic dissipation energy bulk interstitital texture earthquake-proof frame, is characterized in that: comprise concrete frame (1), brick wall (2) and elastic dissipation energy body (3);
Described solidifying native framework (1) comprises the solidifying Tu Liang (103) of the first solidifying Tu Liang (101) and second being parallel to horizontal plane, and coagulates earth pillar (104) perpendicular to the first solidifying earth pillar (102) and second of horizontal plane; Described first solidifying Tu Liang (101), the first solidifying earth pillar (102), the solidifying earth pillar (104) of the second solidifying Tu Liang (103) and second piece together rectangle frame;
Described first solidifying Tu Liang (101) is positioned at the top of the described second solidifying Tu Liang (103); The upper surface of the described second solidifying Tu Liang (103) is built brick wall (2); Between the upper surface of described brick wall (2) and the first solidifying Tu Liang (101), there is gap; Described first solidifying earth pillar (102) and second coagulates and has gap between earth pillar (104) and described brick wall (2);
Elastic dissipation energy body (3) is filled in described first solidifying Tu Liang (101), the first solidifying earth pillar (102) and the second solidifying gap between earth pillar (104) and described brick wall (2);
Described brick wall (2) is piled up by some layers of brick and is formed; Wherein, odd-level brick (201) and even level brick (202) mutual dislocation, make to form gap between even level brick (202) between adjacent odd-level brick (201) and adjacent, a part for elastic dissipation energy body (3) forms the wedging body (301) embedding brick wall (2).
2. a kind of elastic dissipation energy bulk interstitital texture earthquake-proof frame according to claim 1, is characterized in that: described elastic dissipation energy body (3) is rubber grain.
3. a kind of elastic dissipation energy bulk interstitital texture earthquake-proof frame according to claim 1, is characterized in that: described brick wall (2) is built into by common brick, hollow brick or aerated bricks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836433.0U CN205134528U (en) | 2015-10-27 | 2015-10-27 | Elasticity power consumption bulk filling structure antidetonation frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520836433.0U CN205134528U (en) | 2015-10-27 | 2015-10-27 | Elasticity power consumption bulk filling structure antidetonation frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134528U true CN205134528U (en) | 2016-04-06 |
Family
ID=55620335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520836433.0U Expired - Fee Related CN205134528U (en) | 2015-10-27 | 2015-10-27 | Elasticity power consumption bulk filling structure antidetonation frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134528U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2708385A1 (en) * | 2018-10-24 | 2019-04-09 | Univ Valencia Politecnica | Corner seismic isolator for seismic adaptation of buildings. (Machine-translation by Google Translate, not legally binding) |
-
2015
- 2015-10-27 CN CN201520836433.0U patent/CN205134528U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2708385A1 (en) * | 2018-10-24 | 2019-04-09 | Univ Valencia Politecnica | Corner seismic isolator for seismic adaptation of buildings. (Machine-translation by Google Translate, not legally binding) |
| WO2020084176A1 (en) * | 2018-10-24 | 2020-04-30 | Universitat Politècnica De Valencia | Corner seismic isolator for seismic protection of buildings |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202626822U (en) | Concrete filled steel tube pier with self-reset function | |
| CN202017302U (en) | Engineering fiber reinforced cementitious composites (ECC) connecting beam | |
| CN105507454A (en) | Deformation-controllable frame filling wall and construction method thereof | |
| CN104895229B (en) | Prefabricated assembled steel node concrete plate-column structure and its hanging method | |
| CN106436558A (en) | Three-way limiting buffering bridge anti-seismic stop dog structure and arranging and installing method | |
| CN103195085A (en) | Downward story-adding basement and construction method thereof | |
| CN202017282U (en) | Engineering fiber reinforced cementitious composites (ECC) shear wall | |
| CN104674649A (en) | Novel earthquake damage control system for thin-wall hollow pier | |
| CN102535504A (en) | Seismic isolation foundation for bridge | |
| CN205134528U (en) | Elasticity power consumption bulk filling structure antidetonation frame | |
| CN206721598U (en) | A kind of novel concrete pavement Tiebar structure | |
| CN103883027A (en) | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method | |
| CN103883035B (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple H-shaped steel plates and construction method | |
| CN107119828B (en) | Viscous steel plate shear force wall and its installation method | |
| CN107908822A (en) | The design method of prefabricated doubly-linked beam in a kind of overall assembled shear wall building structure | |
| CN106351118A (en) | Earthquake isolation and reduction structure and earthquake reduction method thereof | |
| CN207988211U (en) | A kind of wall with damping capacity | |
| CN103883036B (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple steel plates and construction method | |
| CN203639842U (en) | Steel plate-concrete combination reinforcement structure of pier capping beam | |
| CN207277368U (en) | The anti-collapse rock-fall assembled spring energy dissipating bed course safeguard structure in canopy cave cave top | |
| CN206736704U (en) | A kind of three-dimensional limiting buffer energy-dissipating type bridge shock-proof check block structure | |
| CN102661045B (en) | Many coupling beams are every mould | |
| CN204509979U (en) | A kind of Novel thin wall hollow bridge pier seismic Damage hierarchy of control | |
| CN206143625U (en) | Subtract isolation structure | |
| CN101570998A (en) | Rib beam hoop reinforcement and application method thereof |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 Termination date: 20161027 |