CN210342324U - Shock attenuation assembled building wall - Google Patents
Shock attenuation assembled building wall Download PDFInfo
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- CN210342324U CN210342324U CN201921229435.8U CN201921229435U CN210342324U CN 210342324 U CN210342324 U CN 210342324U CN 201921229435 U CN201921229435 U CN 201921229435U CN 210342324 U CN210342324 U CN 210342324U
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- wall
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- 230000035939 shock Effects 0.000 title claims abstract description 33
- 238000013016 damping Methods 0.000 claims abstract description 15
- 230000001174 ascending effect Effects 0.000 abstract description 8
- 230000008901 benefit Effects 0.000 abstract description 6
- 238000010276 construction Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000007779 soft material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a shock attenuation assembly type building wall body, the shock-absorbing structure who has solved current assembly type building wall body is mostly vertical ascending shock attenuation and structure complicacy, has increased the problem of the size of wall body to a certain extent. The utility model discloses a plurality of wall body prefabs of mutual equipment, the wall body prefab includes the brickwork, the brickwork is provided with the through-hole on vertical, the brickwork of arranging on the connecting rod through connection is vertical, the cover is equipped with the damping ring on the lateral wall of connecting rod, the brickwork includes brickwork one and brickwork two, the one end of brickwork one is provided with the tenon, the one end of brickwork two be provided with the recess that the tenon was mutually supported, the tenon with the cooperation direction of recess all with the direction of through-hole is perpendicular. The utility model has the advantages of vertical horizontal all can the shock attenuation, shock-absorbing structure is simple, and wall structure is firm, easy assembly.
Description
Technical Field
The utility model relates to a building wall technical field, concretely relates to shock attenuation assembled building wall.
Background
The wall body is one of common structures on buildings, along with frequent earthquakes in recent years, requirements on the quality, construction speed, construction environment and the like of the wall body are met, higher requirements on the earthquake resistance of the building wall body are met, a conventional building wall body construction method is that bricks are used for coating concrete one by one for field construction, but the mode is inconvenient for increasing the damping structure, the construction is slow, wet environment operation is mainly conducted on the field, the environment is severe, and the influence on the surrounding environment is larger, so that the assembly type building wall body is provided.
Realize the shock attenuation of wall body on the basis of guaranteeing the wall structure steadiness is the new problem that assembled building wall body met at present, and the shock attenuation has included horizontal shock attenuation and vertical ascending shock attenuation, and present shock-absorbing structure is the shock attenuation on vertical more, considers horizontal ascending shock attenuation less than, and current shock-absorbing structure is the outside that sets up at the brickwork moreover more, can increase the size of wall body.
Accordingly, there is a need for improvements to existing fabricated walls.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the shock-absorbing structure of the existing assembly type building wall is mainly used for absorbing shock in the longitudinal direction and has a complex structure, and the size of the wall is increased to a certain extent.
The utility model provides a solve a shock attenuation assembled building wall of above-mentioned problem.
The utility model discloses a following technical scheme realizes:
the utility model provides a shock attenuation assembled building wall, includes a plurality of wall body prefabs of mutual equipment, the wall body prefab includes the brickwork, the brickwork is provided with the through-hole on vertical, the brickwork of arranging on the connecting rod through connection is indulged, the cover is equipped with the damping ring on the lateral wall of connecting rod.
The utility model discloses the brickwork runs through the connecting rod after assembling on vertical, and the shock attenuation ring on the connecting rod does benefit to and absorbs horizontal ascending ability to realize horizontal shock attenuation, because shock-absorbing structure is located inside the brickwork, need not additionally occupy the volume of brickwork, consequently, make the wall body size can not change, on the other hand, the running through of connecting rod makes the equipment of brickwork more firm.
In order to realize the connection of brickwork in horizontal, the utility model discloses preferred shock attenuation assembled building wall, the brickwork includes brickwork one and brickwork two, the one end of brickwork one is provided with the tenon, the one end of brickwork two be provided with the recess that the tenon was mutually supported, the tenon with the cooperation direction of recess all with the direction of through-hole is perpendicular, and the brickwork is connected through the connecting rod on vertical like this, on horizontal through tenon and recess riveting and spacing form a whole in the support frame, the structure is firm.
The utility model discloses preferred a shock attenuation assembled building wall, the wall body prefab still includes the support frame, the brickwork is installed in the support frame, the outside of support frame is provided with the connecting piece for be connected with other support frames, the both ends of connecting rod with the support frame is connected.
The utility model discloses install the brickwork in the support frame, accomplish building wall's building through the on-the-spot equipment of support frame, can be stably connected for realizing between brickwork and the brickwork, set up the connecting rod on vertical, and for can stablizing the brickwork spacing in the support frame, the connecting rod is connected with the support frame again, form a firm whole between brickwork and the brickwork and between brickwork and the support frame like this, a plurality of wall body prefabs can be prefabricated at the mill, then transport to the scene carry out rapid Assembly can, and is very convenient, when the transportation is inconvenient, also can select to transport spare part to the on-the-spot equipment that carries out the wall body.
The utility model discloses preferred a shock attenuation assembled building wall, through-hole department of brickwork upper end sets up decurrent recess three, be provided with the spring in the recess three, the connecting rod passes the spring, the spring is spacing the brickwork with between the support frame.
The utility model discloses set up the spring on the connecting rod vertically, can realize the shock attenuation that the wall body vertically is ascending, and simple structure.
The utility model discloses preferred shock attenuation assembled building wall, the support frame include 2 each other parallel open the face and with open 4 lateral walls that the face is connected perpendicularly, the lateral wall includes lateral wall, lower lateral wall, left side wall and right side wall, the four sides of opening the face are provided with the baffle, the brickwork is followed the right side wall is packed into in the support frame, 4 lateral walls and baffle carry on spacingly to the brickwork that is arranged in the support frame together.
The utility model discloses preferred a shock attenuation assembled building wall body, the shock attenuation ring is the rubber damping ring.
The rubber damping ring is made of soft materials, can be expanded in the through hole by means of self plastic deformation, realizes stable installation, can absorb energy transmitted from the periphery when vibration occurs, and then is slowly released, so that a good damping effect is achieved.
The utility model discloses preferred shock attenuation assembled building wall, the outside of support frame is provided with tenon two and recess two.
The utility model discloses an assembly twice, the first time is the assembly of wall body prefab, the second time is the equipment of a plurality of wall body prefabs, can assemble in advance in the mill for the first time and transport to the job site again, and when inconvenient to the transportation, also can transport to the job site with spare part, the equipment of wall body prefab is carried out on the scene, the rethread realizes the rapid Assembly of a plurality of wall body prefabs through the cooperation of tenon two and recess two, this kind of flexible structure, the convenient and stable structure of assembly.
The utility model discloses have following advantage and beneficial effect:
1. the utility model discloses an inside horizontal shock ring that sets up of brickwork at the mutual assembly, played horizontal cushioning effect, set up fore-and-aft spring on the connecting rod, play vertical absorbing effect, and simple structure.
2. The utility model discloses consolidate through the connecting rod vertically between brickwork and the brickwork on, consolidate and spacing in the support frame through tenon and groove structure on horizontal, make support frame and brickwork form a whole as the wall body prefab through being connected of connecting rod and support frame in addition, realize rapid Assembly with the cooperation of a plurality of wall body prefabs through tenon two and recess two again, satisfied the steadiness of structure and the agility requirement of assembly simultaneously.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
fig. 1 is a front view structure diagram of the present invention.
Fig. 2 is the vertical connection schematic diagram of the masonry of the utility model.
Fig. 3 is a schematic cross-sectional view of the utility model a-a.
Reference numbers and corresponding part names in the drawings:
1-support frame, 2-masonry, 3-connecting rod, 4-tenon, 5-groove, 6-tenon two, 7-groove two, 8-through hole, 9-through hole two, 11-baffle, 12-rubber damping ring, 13-spring and 14-groove three.
Detailed Description
To make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to the following examples and drawings, and the exemplary embodiments and descriptions thereof of the present invention are only used for explaining the present invention, and are not intended as limitations of the present invention.
Example 1
As shown in fig. 2 and 3, including a plurality of wall body prefabs of mutual equipment, the wall body prefab includes brickwork 2, brickwork 2 is provided with through-hole 8 on vertical, 3 run-through connections of connecting rod are brickwork 2 of arranging on vertical, the cover is equipped with the damping ring on the lateral wall of connecting rod 3.
The utility model discloses brickwork 2 runs through connecting rod 3 after assembling on vertical, and the damping ring on the connecting rod 3 does benefit to and absorbs horizontal ascending ability to realize horizontal ascending shock attenuation, because shock-absorbing structure is located inside brickwork 2, need not additionally occupy the volume of brickwork 2, consequently, make the wall body size can not change, on the other hand, the equipment that runs through of connecting rod 3 makes brickwork 2 is more firm.
The shock absorption ring is a rubber damping ring 12.
The rubber damping ring 12 is made of soft material, can be expanded in the through hole 8 by means of self plastic deformation to realize stable installation, can absorb energy transmitted from the periphery when vibration occurs, and then is slowly released to play a good damping effect.
In order to realize the connection of brickwork 2 in horizontal, brickwork 2 includes brickwork one and brickwork two, the one end of brickwork one is provided with tenon 4, the one end of brickwork two be provided with the recess 5 that 4 mutually supports of tenon, tenon 4 with the cooperation direction of recess 5 all with the direction of through-hole 8 is perpendicular, and brickwork 2 connects through connecting rod 3 on vertical like this, and is riveted and spacing at support frame 1 in horizontal through tenon 4 and recess 5 and forms a whole, and the structure is firm.
Example 2
As shown in fig. 1, the difference between this embodiment and embodiment 1 is that the wall prefabricated member further includes a support frame 1, the masonry 2 is installed in the support frame 1, a connecting member is provided at the outer side of the support frame 1 for connecting with other support frames 1, and both ends of the connecting rod 3 are connected with the support frame 1.
The utility model discloses install brickwork 2 in support frame 1, the construction of building wall is accomplished through 1 on-the-spot equipment of support frame, can stable connection for realizing between brickwork 2 and the brickwork 2, set up connecting rod 3 on vertical, and for can be stable spacing with brickwork 2 in support frame 1, connecting rod 3 is connected with support frame 1 again, form a firm whole between brickwork 2 and the brickwork 2 and between brickwork 2 and the support frame 1 like this, a plurality of wall body prefab can be at the mill prefabrication, then transport to the scene carry out rapid Assembly can, it is very convenient, when the transportation is inconvenient, also can select to transport the spare part to the scene and carry out the equipment of wall body prefab and the equipment of final wall.
Support frame 1 include 2 open faces that are parallel to each other and with 4 lateral walls of open face vertical connection, the lateral wall includes lateral wall, lower lateral wall, left side wall and right side wall, the four sides of opening the face are provided with baffle 11, brickwork 2 is followed the right side wall is gone into in support frame 1, 4 lateral walls and baffle 11 carry on spacingly to brickwork 2 that is located in support frame 1 together, and after brickwork 2 got into support frame 1, the right side wall realized being connected with support frame 1 through welding or threaded connection.
Last lateral wall and the lower lateral wall of support frame 1 are provided with two 9 of through-hole, through-hole 8 is coaxial and the circular port with two 9 of through-hole, connecting rod 3 is passing in proper order after two 9 of through-hole and the through-hole 8 of support frame 1, realize being connected with support frame 1 through the welding, brickwork 2 forms a firm whole with support frame 1 like this.
And a tenon II 6 and a groove II 7 are arranged on the outer side of the support frame 1.
The utility model discloses an assembly twice, the first time is the assembly of wall body prefab, the second time is the equipment of wall body prefab, can assemble in advance in the mill for the first time and transport to the job site again, and when inconvenient to the transportation, also can transport to the job site with spare part, carry out the equipment of wall body prefab on the scene, the rethread realizes the rapid Assembly of a plurality of wall body prefabs through the cooperation of tenon two 6 and recess two 7, this kind of flexible structure, the convenient and stable structure of assembly.
The support frame 1 and the connecting rod 3 are both made of steel.
Example 3
As shown in fig. 2, the difference between this embodiment and embodiment 1 lies in that, in the utility model, a damping fabricated building wall is preferred, through-hole 8 at the upper end of masonry 2 is provided with a downward groove three 14, a spring 13 is provided in groove three 14, connecting rod 3 passes through spring 13, and spring 13 is limited between masonry 2 and support frame 1.
The utility model discloses set up spring 13 in connecting rod 3 vertically, can realize the vertical ascending shock attenuation of wall body, and simple structure.
In specific implementation, the method is carried out in the following way:
1. prefabricating wall prefabricated parts: prefabricate earlier brickwork 2 that has through-hole 8, guarantee that brickwork 2 arranges after good, through-hole 8 is on same vertical on-line, pack brickwork 2 into support frame 1, and the right side wall of encapsulation support frame 1, insert connecting rod 3 from support frame 1's top, piece brickwork 2 about passing in proper order, and penetrate spring 13 from connecting rod 3's top, then with connecting rod 3 and support frame 1's last lateral wall welding, with spring 13 spacing between brickwork 2 and support frame 1's last lateral wall.
2. The wall prefabricated members are placed on a preset foundation of a construction site, and the connection of the wall prefabricated members is realized by the cooperation of the tenon II 6 and the groove II 7, so that the assembly of the whole wall is realized.
In the utility model, the directions such as vertical, horizontal, up and down all use the direction shown in the attached drawings as the standard.
The above-mentioned embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above description is only the embodiments of the present invention, and is not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (7)
1. The utility model provides a shock attenuation assembled building wall, its characterized in that, a plurality of wall body prefabs including mutual equipment, the wall body prefab includes brickwork (2), brickwork (2) are provided with through-hole (8) on vertical, and brickwork (2) that connecting rod (3) through connection arranged on vertical, the cover is equipped with the damping ring on the lateral wall of connecting rod (3).
2. A shock-absorbing assembly type building wall according to claim 1, wherein the masonry (2) comprises a first masonry and a second masonry, a tenon (4) is arranged at one end of the first masonry, a groove (5) which is matched with the tenon (4) is arranged at one end of the second masonry, and the matching directions of the tenon (4) and the groove (5) are both perpendicular to the direction of the through hole (8).
3. A shock-absorbing fabricated building wall according to claim 1 or 2, wherein the prefabricated wall further comprises a support frame (1), the masonry (2) is installed in the support frame (1), a connecting member is arranged on the outer side of the support frame (1) and used for connecting with other support frames (1), and two ends of the connecting rod (3) are connected with the support frame (1).
4. A shock-absorbing assembly type building wall according to claim 3, wherein a downward groove III (14) is formed in the through hole (8) at the upper end of the masonry (2), a spring (13) is arranged in the groove III (14), the connecting rod (3) passes through the spring (13), and the spring (13) is limited between the masonry (2) and the supporting frame (1).
5. A shock absorbing fabricated building wall according to claim 3, wherein said supporting frame (1) comprises 2 mutually parallel open faces and 4 side walls perpendicularly connected with said open faces, said side walls comprise an upper side wall, a lower side wall, a left side wall and a right side wall, said open faces are provided with baffles (11) at four sides, and said masonry (2) is loaded into said supporting frame (1) along said right side wall.
6. A shock absorbing fabricated building wall according to any one of claims 1, 2, 4 or 5, characterized in that said shock absorbing ring is a rubber damping ring (12).
7. The shock-absorbing assembly type building wall body as claimed in claim 3, wherein the outer side of the support frame (1) is provided with a tenon II (6) and a groove II (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921229435.8U CN210342324U (en) | 2019-07-31 | 2019-07-31 | Shock attenuation assembled building wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921229435.8U CN210342324U (en) | 2019-07-31 | 2019-07-31 | Shock attenuation assembled building wall |
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| Publication Number | Publication Date |
|---|---|
| CN210342324U true CN210342324U (en) | 2020-04-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921229435.8U Active CN210342324U (en) | 2019-07-31 | 2019-07-31 | Shock attenuation assembled building wall |
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| CN (1) | CN210342324U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914507A (en) * | 2021-11-26 | 2022-01-11 | 郑州航空工业管理学院 | CSIPs-steel concrete combination antidetonation wall |
-
2019
- 2019-07-31 CN CN201921229435.8U patent/CN210342324U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914507A (en) * | 2021-11-26 | 2022-01-11 | 郑州航空工业管理学院 | CSIPs-steel concrete combination antidetonation wall |
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