CN205475997U - Be favorable to shock -resistant assembled building block of structure and infilled wall structure thereof - Google Patents
Be favorable to shock -resistant assembled building block of structure and infilled wall structure thereof Download PDFInfo
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- CN205475997U CN205475997U CN201620137426.6U CN201620137426U CN205475997U CN 205475997 U CN205475997 U CN 205475997U CN 201620137426 U CN201620137426 U CN 201620137426U CN 205475997 U CN205475997 U CN 205475997U
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Abstract
The utility model provides a be favorable to shock -resistant assembled building block of structure and infilled wall structure thereof, be favorable to the shock -resistant assembled building block of structure to include building block body, be equipped with the lug on building block body's the upper surface, building block body's lower surface is equipped with the recess to inside, the upper surface is relative with the lower surface, the degree of depth of recess is not less than the height of lug, the width of recess is not less than the width of lug, the lug is equipped with two at least through -holes, the through -hole runs through the bottom of recess through building block body's inside from the lug. Adopt the technical scheme of the utility model, the material is simple, and the preparation is convenient, need not the mortar when building by laying bricks or stones, be convenient for be under construction, the construction method is simple, can self -definedly install, increase the antidetonation and the shock absorption ability of major structure, play fine energy absorption and shock absorption's effect, do benefit to the popularization of industrialization building, and guarantee building antidetonation safety.
Description
Technical field
This utility model belongs to civil engineering energy-dissipating and shock-absorbing technical field, particularly relates to a kind of assembled building block being conducive to structural seismic and fills wall construction.
Background technology
Building industry is one of major industry of the national economic development, and industrialization energy-saving building is to promote building industry to advance, save an Important Action of energy resources, ecological, environmental protective sustainable development.China and global earthquakes are multiple, and the skyscraper proportion of China is very big, and the building of China is connected with agent structure owing to using, and have impact on the local stiffness of agent structure, is unfavorable for strengthening structural seismic.And the body of wall too complex of existing adaptation building structure deformation, cost is high, and is unfavorable for the universal guarantee building aseismicity safety of industrialized building.
Utility model content
For above technical problem, the utility model discloses a kind of assembled building block being conducive to structural seismic and fill wall construction, material is simple, easy to make, it is simple to construction, can self-defined install completely, add antidetonation and the cushioning ability of agent structure, play the effect of good energy-absorbing damping.
To this, the technical solution of the utility model is:
A kind of assembled building block being conducive to structural seismic, including block body, the upper surface of described block body is provided with projection, the lower surface of described block body is internally provided with groove, described upper surface is relative with lower surface, the degree of depth of described groove is not less than the height of described projection, and the width of described groove is not less than the width of described projection；Described projection is provided with at least two through hole, and described through hole extends through the bottom of groove from projection through the inside of block body.
The described assembled building block being conducive to structural seismic is used to carry out when building by laying bricks or stones of body of wall, have only between building block fissure of displacement overlap joint layer by layer, the groove of upper strata building block and the projection snap-fit engagement of lower floor's building block, body of wall can be built into very easily, when building a wall, the through hole into upper and lower layer building block is run through with block connector, when an earthquake occurs, adjacent layer in the horizontal direction move generation friction thus reach the effect of vibration damping, form similar tuned mass damper, TMD (TMD) can decay to a certain extent earthquake response, thus reach the effect of energy-absorbing damping.Using this technical scheme, material is simple, easy to make, building block when building by laying bricks or stones without mortar, easy construction.
Preferably, described projection is positioned at the middle part of described upper surface, and described groove is positioned at the middle part of described lower surface.
As further improvement of the utility model, the axis of the axis of described projection length direction, the axis in groove length direction and described block body length direction is in a plane.Using this technical scheme, described block body is an antitrope, and this being easy to is built into regular body of wall, and does not has directivity, construct convenient, greatly reduce difficulty.
As further improvement of the utility model, a length of L of described upper surface, the length of described projection is identical with the length of described upper surface, and the height of described projection is 1/4 ~ 1/3L, and the width of described projection is 1/5 ~ 1/3L.Using this technical scheme, when being built into by laying bricks or stones body of wall, structure is more stable, plays more preferable antidetonation and cushioning ability.
As further improvement of the utility model, described through hole is square opening.Use this technical scheme, it is easy to construction, and it is suitable for the block connector of a variety of shape, and coordinates in metapore also redundant space with cylindrical block connector, it is easy to deformation and the movement of block connector, when an earthquake occurs, it is simple to adjacent layer moves in the horizontal direction, produce friction, thus reach the effect of vibration damping.
As further improvement of the utility model, described through hole is 2, and described 2 through holes arrange along its length.
As further improvement of the utility model, described through hole is square opening or circular hole.
As further improvement of the utility model, the described assembled building block being conducive to structural seismic is air-entrained concrete building block.Using this technical scheme, material is simple, easy to make, and greatly reduces weight, convenient construction.
The invention also discloses a kind of assembled building block being conducive to structural seismic and fill wall, including filling wall body, described filling wall body uses building block to be built into, described building block is the assembled building block being conducive to structural seismic as above, the groove of described building block cooperates with the projection of the building block of adjacent lower section, between described building block, the fissure of displacement overlaps layer by layer, the bottom of described filling wall body is provided with block connector, one end of described block connector is connected with ground, described block connector penetrates from the through hole of the bottom portion of groove of described building block successively, pass from the projection top of described building block；The other end of described block connector is connected with roof upper beam.Wherein, described block connector is through the through hole in described building block, joint block, the two ends of described block connector the connector that respectively ground and roof upper beam connect.Preferably, described block connector has certain pliability, its antidetonation that can increase agent structure and cushioning ability, plays the effect of energy-absorbing damping.
Use this technical scheme, when an earthquake occurs, adjacent layer in the horizontal direction move generation friction thus reach the effect of vibration damping, this precast wall body is similar to tuned mass damper, TMD (TMD), thus increase antidetonation and the cushioning ability of agent structure, play the effect of energy-absorbing damping.
As further improvement of the utility model, the top of described filling wall body is provided with fixes the top board being connected with roof upper beam, and the other end of described block connector is connected with described top board.
As further improvement of the utility model, described top board is fixing with roof upper beam employing bolt to be connected.
As further improvement of the utility model, the other end of described block connector is provided with connector, and described top board is provided with hook, and described hook is connected with described connector.
As further improvement of the utility model, the top of described filling wall body is provided with top plate washer, described top plate washer includes interconnective horizontal plate washer face and vertical baffle face, described horizontal baffle face is fixing with roof upper beam to be connected, and described vertical baffle face is connected with the lateral surface of the building block of described filling wall bodies top；Preferably, described vertical baffle face contacts with the lateral surface of the building block of described filling wall bodies top or bonds.
As further improvement of the utility model, described horizontal baffle face is fixing with roof upper beam bolt to be connected.
As further improvement of the utility model, the bottom of described filling wall body is provided with the base plate being fixedly connected with the ground, the under shield of L-shaped it is provided with at the skirt of described filling wall body, described block connector is connected with described base plate, the vertical portion of described under shield L-shaped is connected with described filling wall body, and the bottom of described under shield L-shaped is fixedly connected with the ground.Preferably, the vertical portion of described under shield L-shaped and described filling wall body contacts or bonding.
As further improvement of the utility model, described base plate is fixing with ground employing bolt to be connected.
As further improvement of the utility model, described under shield, the material of top plate washer are rubber.
As further improvement of the utility model, described block connector is plastic tube, described base plate is provided with the fixing hole stretching into for described block connector and erectting, described ground is provided with the reserving installation hole coordinated with described block connector, and described block connector extend in reserving installation hole through fixing hole and coordinates with reserving installation hole；The sidewall at the top of described block connector is provided with fixing hole, and described top board is provided with hook, and described hook is connected with described fixing hole.Use this technical scheme, plastic tube has certain morphotropism, and when earthquake occurs, the overall structure making block connector and building block be formed is similar to tuned mass damper, TMD (TMD), earthquake response of preferably decaying can be played to a certain extent, thus reach the effect of energy-absorbing damping.
As further improvement of the utility model, described ground is provided with the reserving installation hole coordinated with described plastic tube；Preferably, the bore of described reserving installation hole is not less than the external diameter of described plastic tube.Use this technical scheme, the particularly external diameter of reserving hole relative aperture plastic tube is slightly larger, so, when earthquake occurs, the overall structure that plastic tube is formed with building block is more closely similar to tuned mass damper, TMD (TMD), earthquake response of preferably decaying can be played to a certain extent, thus reach the effect of energy-absorbing damping.
As further improvement of the utility model, a length of 1/6L ~ 1/8L of described reserving installation hole, width is 1/8L ~ 1/10L.Using this technical scheme, arrange the bore of reserving installation hole according to the size of building block, the structure making filling wall body is more stable.
As further improvement of the utility model, the sidewall at the top of described plastic tube is provided with fixing hole, and described top board is provided with hook, and described hook is connected with described fixing hole.
As further improvement of the utility model, described block connector is steel strand wires or shape memory allow wires or carbon fiber line, and described base plate is provided with fixation hook, and one end of described block connector is fixing with described fixation hook to be connected；The other end of described block connector is fixing with described hook to be connected.Use this technical scheme, steel strand wires have good pliability, and when earthquake occurs, block connector and building block become similar tuned mass damper, TMD (TMD) in planar profile, the effect of the outer seismic response in reduction face can be played to a certain extent, strengthen structural plane external stability.
Preferably, the length of described steel strand wires is more than height of going to the bottom.Using this technical scheme, the length of steel strand wires can regulate in vibrations at any time, more convenient to install, plays earthquake response of preferably decaying to a certain extent simultaneously, thus reaches the effect of energy-absorbing damping.
Compared with prior art, the beneficial effects of the utility model are:
First, use the technical solution of the utility model, material is simple, easy to make, without mortar when building by laying bricks or stones；Being easy to construction, construction method is simple, and owner, without asking decoration company, can self-defined install completely.
Second, use the technical solution of the utility model, be similar to friction damper in this dry wall dignity, be similar to tuned mass damper (TMD) outside face, thus increase antidetonation and the cushioning ability of agent structure, play the effect of good energy-absorbing damping；In particular by upper guard-plate and the under shield of quality of rubber materials, baffle plate soundproof effect is good and can serve as antivibrator, thus reaches the effect of more preferable energy-absorbing damping.
3rd, use the technical solution of the utility model, short construction period, low cost, be suitable for the universal of industrialized development, beneficially industrialized building, and ensure building aseismicity safety.
Accompanying drawing explanation
Fig. 1 is the structural representation of the assembled building block being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 2 is the perspective view of the assembled building block filling wall being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 3 is the planar structure schematic diagram of the assembled building block filling wall being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 4 is the structural representation in the assembled building block filling coping cross section being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 5 is the structural representation of the bottom section of the assembled building block filling wall being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 6 is the structural representation after the assembled building block filling wall being conducive to structural seismic of a kind of embodiment of this utility model.
Fig. 7 is the perspective view of the assembled building block filling wall being conducive to structural seismic of this utility model another kind embodiment.
Fig. 8 is the structural representation of the assembled building block filling coping connected mode being conducive to structural seismic of this utility model another kind embodiment.
Fig. 9 is the structural representation of the bottom section of the assembled building block filling wall being conducive to structural seismic of this utility model another kind embodiment.
Detailed description of the invention
Below in conjunction with the accompanying drawings, preferably embodiment of the present utility model is described in further detail.
Embodiment 1
As shown in Figure 1, a kind of assembled building block being conducive to structural seismic, including block body 1, the upper surface of described block body 1 is provided with projection 2, and described projection 2 is positioned at the middle part of described upper surface, and the lower surface of described block body 1 is internally provided with groove 3, described upper surface is relative with lower surface, described groove 3 is positioned at the middle part of described lower surface, and the degree of depth of described groove 3 is not less than the height of described projection 2, and the width of described groove 3 is not less than the width of described projection 2；Described projection 2 is provided with at least two through hole 4, and described through hole 4 extends through the bottom of groove 3 from projection 2 through the inside of block body 1.The axis of the axis of described projection 2 length direction, the axis of groove 3 length direction and described block body 1 length direction is in a plane.The a length of L of described block body 1, the length of described projection 2 is identical with the length of described block body 1, is also L；The height of described projection 2 is 1/4 ~ 1/3L, and the width of described projection 2 is 1/5 ~ 1/3L.Described through hole 4 is square opening.Described through hole 4 is 2, and described 2 through holes 4 arrange along its length.The described assembled building block being conducive to structural seismic is air-entrained concrete building block.
Embodiment 2
As shown in Fig. 1 ~ Fig. 6, a kind of assembled building block being conducive to structural seismic fills wall construction, including filling wall body 21, described filling wall body 21 uses building block to be built into, described building block is the assembled building block being conducive to structural seismic described in embodiment 1, the groove 3 of described block body 1 cooperates with the projection 2 of the block body 1 of adjacent lower section, between described block body 1, the fissure of displacement overlaps layer by layer, the bottom of described filling wall body 21 is provided with the support bar 22 of setting, the bottom of described support bar 22 is connected with ground 23, described ground 23 is provided with the reserving installation hole coordinated with described support bar 22, described reserving installation hole is not shown；The bore of described reserving installation hole is not less than the external diameter of described support bar 22.A length of 1/6L ~ the 1/8L of described reserving installation hole, width is 1/8L ~ 1/10L.Described support bar 22 through hole 4 bottom the groove 3 of described block body 1 successively penetrates, and passes from projection 2 top of described block body 1.
As shown in Figure 4, the top of described filling wall body 21 is provided with the top board 25 that be connected fixing with roof upper beam 24, and the sidewall on the top of described support bar 22 is provided with fixing hole 221, and described top board 25 is provided with hook 251, and described hook 251 is connected with described fixing hole 221.Described top board 25 uses with roof upper beam 24 that bolt 26 is fixing to be connected.The top of described filling wall body 21 is additionally provided with top plate washer 27, the two sides of described filling wall body 21 is designed with top plate washer 27, described top plate washer 27 includes interconnective horizontal plate washer face 271 and vertical baffle face 272, described horizontal baffle face 271 is connected with bolt 26 is fixing with roof upper beam 24, and described vertical baffle face 272 is connected with two lateral surface of the block body 1 at described filling wall body 21 top.
As shown in Figure 5, the bottom of described filling wall body 21 is provided with the base plate 28 that be connected fixing with ground 23, the under shield 29 of L-shaped it is provided with at the skirt of two lateral surface before and after described filling wall body 21, described base plate 28 is provided with the fixing hole stretching into for described support bar 22 and erectting, the L-shaped vertical portion of described under shield 29 is connected with described filling wall body 21, is connected with bolt 26 is fixing with ground 23 bottom the L-shaped of described under shield 29.The mounted assembled building block being conducive to structural seismic fills the structural representation of wall as shown in Figure 6.Preferably, the material of described upper guard-plate 27 is rubber；The material of described under shield 29 is rubber, and described support bar 22 is pvc pipe.
Embodiment 3
Such as Fig. 1, shown in Fig. 7 ~ Fig. 9, a kind of assembled building block being conducive to structural seismic fills wall construction, including filling wall body 31, described filling wall body 31 uses building block to be built into, described building block is the assembled building block being conducive to structural seismic described in embodiment 1, the groove 3 of described block body 1 cooperates with the projection 2 of the block body 1 of adjacent lower section, between described block body 1, the fissure of displacement overlaps layer by layer, the bottom of described filling wall body 31 is provided with steel strand wires 32, the bottom of described filling wall body 31 is provided with the base plate 38 that be connected fixing with ground 23, described base plate 38 is provided with fixation hook 381, one end of described steel strand wires 32 is fixing with fixation hook 381 to be connected；Described steel strand wires 32 through hole 4 bottom the groove 3 of described block body 1 successively penetrates, and passes from projection 2 top of described block body 1.
As shown in Figure 7 and Figure 8, the top of described filling wall body 31 is provided with the top board 35 that be connected fixing with roof upper beam 24, and described top board 35 is provided with hook 351, and the other end of described steel strand wires 32 is fixing with described hook 351 to be connected.Described top board 35 uses with roof upper beam 24 that bolt 26 is fixing to be connected.The top of described filling wall body 31 is additionally provided with top plate washer 37, described top plate washer 37 includes interconnective horizontal plate washer face 371 and vertical baffle face 372, described horizontal baffle face 371 is connected with bolt 26 is fixing with roof upper beam 24, and described vertical baffle face 372 is connected with two lateral surface before and after the block body 1 at described filling wall body 31 top.
As it is shown in figure 9, be provided with the under shield 39 of L-shaped at the skirt of described filling wall body 31, the L-shaped vertical portion of described under shield 39 is connected with described filling wall body 31, is connected with bolt 26 is fixing with ground 23 bottom the L-shaped of described under shield 39.The mounted assembled building block being conducive to structural seismic fills the structural representation of wall with reference to shown in Fig. 6.The material of described upper guard-plate 37 is rubber；The material of described under shield 39 is rubber.
Testing the assembled building block filling wall being conducive to structural seismic of embodiment 2 and embodiment 3, the equivalent structural damping ratio of embodiment 2 reaches more than 10%, and the equivalent structural damping ratio of embodiment 3 reaches more than 15%；The structure of embodiment 2 is under rarely occurred earthquake effect, and story drift reduces 30%, and the structure of embodiment 3 is under rarely occurred earthquake effect, and story drift reduces 50%.And prior art general fill wall equivalent structural damping ratio typically about 4%, it can be seen that, use the technical solution of the utility model, effectively enhance anti-seismic performance in structural plane.
Meanwhile, the assembled building block being conducive to structural seismic of embodiment 2 and embodiment 3 being filled wall and carries out the analysis test of amount of deflection face outside/body of wall height, outside face, amount of deflection/body of wall height is a very important index of reflection plane amount of deflection outward.This index is the biggest, illustrates that body of wall lateral stability is the best.
Outside the face of embodiment 2, amount of deflection/body of wall height reaches 5.8%, and outside the face of embodiment 3, amount of deflection/body of wall height reaches 8.3%.And for the filling wall that tradition has mortar to build by laying bricks or stones, on the premise of guaranteeing that body of wall normally works, this index is typically smaller than 1%.As can be seen here, use this technical solution of the utility model, be greatly improved filling metope external stability.
Above content is to combine concrete preferred implementation further detailed description of the utility model, it is impossible to assert that of the present utility model being embodied as is confined to these explanations.For this utility model person of an ordinary skill in the technical field, without departing from the concept of the premise utility, it is also possible to make some simple deduction or replace, all should be considered as belonging to protection domain of the present utility model.
Claims (10)
1. the assembled building block being conducive to structural seismic, it is characterized in that: include block body, the upper surface of described block body is provided with projection, the lower surface of described block body is internally provided with groove, described upper surface is relative with lower surface, the degree of depth of described groove is not less than the height of described projection, and the width of described groove is not less than the width of described projection；Described projection is provided with at least two through hole, and described through hole extends through the bottom of groove from projection through the inside of block body.
The assembled building block being conducive to structural seismic the most according to claim 1, it is characterised in that: the axis of the axis of described projection length direction, the axis in groove length direction and described block body length direction is in a plane.
The assembled building block being conducive to structural seismic the most according to claim 2, it is characterized in that: a length of L of described upper surface, the length of described projection is identical with the length of described upper surface, and the height of described projection is 1/4 ~ 1/3L, and the width of described projection is 1/5 ~ 1/3L.
The assembled building block being conducive to structural seismic the most according to claim 3, it is characterised in that: described through hole is 2, and described 2 through holes arrange along its length.
5. according to the assembled building block being conducive to structural seismic described in claim 1 ~ 4 any one, it is characterised in that: the described assembled building block being conducive to structural seismic is air-entrained concrete building block.
6. the assembled building block being conducive to structural seismic fills wall construction, it is characterized in that: include filling wall body, described filling wall body uses building block to be built into, described building block is the assembled building block being conducive to structural seismic as described in claim 1 ~ 5 any one, the groove of described building block cooperates with the projection of the building block of adjacent lower section, between described building block, the fissure of displacement overlaps layer by layer, the bottom of described filling wall body is provided with block connector, one end of described block connector is connected with ground, described block connector penetrates from the through hole of the bottom portion of groove of described building block successively, pass from the projection top of described building block；The other end of described block connector is connected with roof upper beam.
The assembled building block being conducive to structural seismic the most according to claim 6 fills wall construction, it is characterized in that: the top of described filling wall body is provided with fixes, with roof upper beam, the top board being connected, described top board is provided with hook, the other end of described block connector is provided with connector, and described hook is connected with described connector.
The assembled building block being conducive to structural seismic the most according to claim 7 fills wall construction, it is characterized in that: the top of described filling wall body is provided with top plate washer, described top plate washer includes interconnective horizontal plate washer face and vertical baffle face, described horizontal baffle face is fixing with roof upper beam to be connected, and described vertical baffle face is connected with the lateral surface of the building block of described filling wall bodies top.
The assembled building block being conducive to structural seismic the most according to claim 8 fills wall construction, it is characterized in that: the bottom of described filling wall body is provided with the base plate being fixedly connected with the ground, the under shield of L-shaped it is provided with at the skirt of described filling wall body, described block connector is connected with described base plate, the vertical portion of described under shield L-shaped is connected with described filling wall body, and the bottom of described under shield L-shaped is fixedly connected with the ground.
The assembled building block being conducive to structural seismic the most according to claim 9 fills wall construction, it is characterized in that: described block connector is steel strand wires or shape memory allow wires or carbon fiber line, described base plate is provided with fixation hook, and one end of described block connector is fixing with described fixation hook to be connected；The other end of described block connector is fixing with described hook to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620137426.6U CN205475997U (en) | 2016-02-23 | 2016-02-23 | Be favorable to shock -resistant assembled building block of structure and infilled wall structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620137426.6U CN205475997U (en) | 2016-02-23 | 2016-02-23 | Be favorable to shock -resistant assembled building block of structure and infilled wall structure thereof |
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| CN205475997U true CN205475997U (en) | 2016-08-17 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696742A (en) * | 2016-02-23 | 2016-06-22 | 哈尔滨工业大学深圳研究生院 | Friction type fabricated building block for strengthening earthquake resistance of structures and filler wall |
| CN109764075A (en) * | 2019-02-01 | 2019-05-17 | 青岛海尔空调电子有限公司 | A kind of vibration absorber and the household appliances with it |
| CN111236466A (en) * | 2020-01-08 | 2020-06-05 | 宜宾戊辰建设有限公司 | House building wall structure and construction method |
| CN111910582A (en) * | 2020-08-05 | 2020-11-10 | 合肥涛裴医疗设备有限公司 | A protector for hydraulic and hydroelectric engineering side slope |
-
2016
- 2016-02-23 CN CN201620137426.6U patent/CN205475997U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696742A (en) * | 2016-02-23 | 2016-06-22 | 哈尔滨工业大学深圳研究生院 | Friction type fabricated building block for strengthening earthquake resistance of structures and filler wall |
| CN105696742B (en) * | 2016-02-23 | 2018-08-14 | 哈尔滨工业大学深圳研究生院 | A kind of the friction-type assembled building block and filling wall of enhancing structure anti-seismic performance |
| CN109764075A (en) * | 2019-02-01 | 2019-05-17 | 青岛海尔空调电子有限公司 | A kind of vibration absorber and the household appliances with it |
| CN111236466A (en) * | 2020-01-08 | 2020-06-05 | 宜宾戊辰建设有限公司 | House building wall structure and construction method |
| CN111910582A (en) * | 2020-08-05 | 2020-11-10 | 合肥涛裴医疗设备有限公司 | A protector for hydraulic and hydroelectric engineering side slope |
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| 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: 20160817 Termination date: 20170223 |