CN213709985U - Shock attenuation composite wall - Google Patents

Shock attenuation composite wall Download PDF

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Publication number
CN213709985U
CN213709985U CN202022123820.3U CN202022123820U CN213709985U CN 213709985 U CN213709985 U CN 213709985U CN 202022123820 U CN202022123820 U CN 202022123820U CN 213709985 U CN213709985 U CN 213709985U
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CN
China
Prior art keywords
damping
strip
shock attenuation
shock
composite wall
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Expired - Fee Related
Application number
CN202022123820.3U
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Chinese (zh)
Inventor
应桦扬
董幽
江露
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Yonggang Modern Engineering Co ltd
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Yonggang Modern Engineering Co ltd
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Priority to CN202022123820.3U priority Critical patent/CN213709985U/en
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Abstract

The utility model provides a damping composite wall, which relates to the technical field of building walls and comprises hollow bricks and elastic damping strips, wherein a plurality of damping strips surround to form an accommodating structure; at least one damping strip is provided with a hem structure, the hem structure is formed by bending the side edge of the damping strip towards the inside of the containing structure, and the hollow brick is suitable for being installed in the containing structure and is attached to the hem structure. The utility model discloses in through installing hollow brick in having elastic shock attenuation strip and enclosing the containment structure who forms to paste with the hem structure on the shock attenuation strip and lean on, make hollow brick and shock attenuation strip combine more firm, simultaneously, the shock attenuation strip has elasticity, when taking place the earthquake or receive external force impact messenger roof beam or post to take place deformation, the shock attenuation strip can take place deformation thereupon, alleviates the extrusion force that the wall body received, thereby reaches the absorbing effect of messenger's wall body shock insulation.

Description

Shock attenuation composite wall
Technical Field
The utility model relates to a building wall technical field particularly, relates to a shock attenuation composite wall.
Background
In general building construction, the wall body is closely fixed with the roof beam or the post of building subject near combining the construction, and when roof beam or post took place to deform, the wall body atress was collapsed easily, and especially the roof beam or the post of steel construction have certain elasticity, and the wall body closely leans on the edge of the roof beam or the post of steel construction, because of expend with heat and contract with cold principle, the squeezing action that the wall body received is bigger, if take place the earthquake or receive external force impact, the wall body receives extrusion deformation and takes place to collapse easily, can't reach wall body shock insulation shock attenuation's effect.
SUMMERY OF THE UTILITY MODEL
The utility model provides a problem how to make the wall body more firm, improve the shock resistance of wall body.
In order to solve the problems, the utility model provides a damping composite wall, which comprises hollow bricks and elastic damping strips, wherein a plurality of damping strips surround to form a containing structure; at least one damping strip is provided with a hem structure, the hem structure is formed by bending the side edge of the damping strip towards the inside of the containing structure, and the hollow brick is suitable for being installed in the containing structure and is attached to the hem structure.
Optionally, the damping strip comprises a damping strip body and an elastic body, and the elastic body is connected with the damping strip body and arranged on one side far away from the accommodating structure.
Optionally, the elastomer is provided with a plurality of hollow structures, and the plurality of hollow structures are uniformly distributed.
Optionally, a groove structure is arranged on the shock absorption strip body, a notch of the groove structure faces the accommodating structure and is communicated with the accommodating structure, a boss structure is arranged at a position, corresponding to the groove structure, of the hollow brick, and the boss structure is suitable for being connected with the groove structure in an inserting mode.
Optionally, the width of the slot structure gradually decreases from the direction close to the accommodating structure to the direction far away from the accommodating structure.
Optionally, the damping strip further comprises a protruding structure, the protruding structure is arranged on the inner wall of the groove structure and extends in the direction perpendicular to the plane of the wall, a groove structure is arranged at the corresponding position of the boss structure, and the protruding structure is suitable for being connected with the groove structure in an inserting mode.
Optionally, the damper strip comprises a first damper strip and a second damper strip, and the first damper strip is cross-connected with the second damper strip.
Optionally, the hollow brick further comprises a mortar layer, wherein the mortar layer is arranged on two sides of the hollow brick and covers the damping strips.
Optionally, the mortar layer is connected with the hollow brick, and the mortar layer is connected with the hollow brick.
Optionally, the mortar layer is connected with the surface of the mortar layer.
Compared with the prior art, the utility model, following beneficial effect has: through installing the hollow brick in having elastic shock attenuation strip and enclosing the holding structure who forms to paste with the hem structure on the shock attenuation strip and lean on, make hollow brick and shock attenuation strip combine more firm, simultaneously, the shock attenuation strip has elasticity, when taking place the earthquake or receive external force impact messenger roof beam or post to take place deformation, the shock attenuation strip can take place deformation thereupon, alleviates the extrusion force that the wall body received, thereby reaches the effect that makes wall body shock insulation shock attenuation.
Drawings
Fig. 1 is a schematic view of a wall structure in an embodiment of the present invention;
fig. 2 is an enlarged view of a portion a in fig. 1 according to an embodiment of the present invention;
fig. 3 is a schematic view of a wall structure at another viewing angle in an embodiment of the present invention;
fig. 4 is a schematic structural view of a hollow brick in the embodiment of the present invention.
Description of reference numerals:
the method comprises the following steps of 1-hollow brick, 11-boss structure, 111-groove structure, 2-damping strip, 2 a-first damping strip, 2 b-second damping strip, 21-damping strip body, 211-groove structure, 22-elastic body, 221-hollow structure, 23-convex structure, 3-containing structure, 4-flanging structure, 5-mortar layer, 6-grid cloth and 7-decorative layer.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more comprehensible, embodiments accompanied with figures are described in detail below.
In the description of the present invention, it is to be understood that the forward direction of "X" in the drawings represents the right direction, and correspondingly, the reverse direction of "X" represents the left direction; the forward direction of "Y" represents the outside, and correspondingly, the reverse direction of "Y" represents the inside; the forward direction of "Z" represents the upward direction, and correspondingly, the reverse direction of "Z" represents the downward direction, and the terms "X", "Y", "Z", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings of the specification, and are merely for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
In general building construction, the wall body is closely combined with a beam or a column of a building main body for construction and fixation, when the beam or the column deforms, the wall body is easy to bear force and collapse, particularly, the beam or the column of the steel structure has certain elasticity, the wall body is close to the edge of the beam or the column of the steel structure, due to the principle of expansion with heat and contraction with cold, the wall body is subjected to larger extrusion effect, if an earthquake occurs or external force impact is received, the wall body is easy to collapse due to extrusion deformation, and the effects of wall body shock insulation and shock absorption cannot be achieved.
In order to solve the above problems, as shown in fig. 1 and 3, an embodiment of the present invention provides a damping composite wall, including a hollow brick 1 and damping strips 2 having elasticity, wherein the damping strips 2 surround to form a containing structure 3; at least one damping strip 2 is equipped with hem structure 4, and hem structure 4 is bent towards holding structure 3 inside by the side of damping strip 2 and is formed, and hollow brick 1 is suitable for to be installed in holding structure 3 to lean on with hem structure 4.
As shown in fig. 1 and 3, the hollow brick 1 may be made of sand-lime brick, cement brick or other hollow brick 1, the cross-sectional shape of the shock-absorbing strip 2 may be circular, rectangular, polygonal or a combination thereof, and the receiving structure 3 may be circular, rectangular, polygonal or a combination thereof.
In this embodiment, the shock-absorbing strip 2 is the shock-absorbing strip 2 of platykurtic, many shock-absorbing strips 2 form wall body frame along horizontal direction and vertical direction cross arrangement respectively, wall body frame's rectangle space forms containing structure 3, install hollow brick 1 in containing structure 3 along the direction flat push of perpendicular to wall, the side of shock-absorbing strip 2 is bent towards containing structure 3 inside and is formed bending structure 4, after hollow brick 1 flat push got into containing structure 3, paste with bending structure 4 and lean on, can restrict the position of hollow brick 1 in containing structure 3, make the wall more level and more smooth, hollow brick 1 installs more firmly.
Like this, through installing hollow brick 1 in having elastic shock attenuation strip 2 and enclosing the containment structure 3 that forms, and lean on with hem structure 4 on the shock attenuation strip 2, make hollow brick 1 combine more firm with shock attenuation strip 2, and simultaneously, shock attenuation strip 2 has elasticity, when taking place the earthquake or receiving external force impact messenger roof beam or post to take place deformation, shock attenuation strip 2 can take place deformation thereupon, alleviate the extrusion force that the wall body received, thereby reach and make wall body shock insulation absorbing effect.
Optionally, the damper strip 2 includes a damper strip body 21 and an elastic body 22, and the elastic body 22 is connected to the damper strip body 21 and disposed on a side away from the accommodating structure 3.
As shown in fig. 2, the damping strip 2 is composed of an elastic body 22 having elasticity and a rigid damping strip body 21, the damping strip body 21 may be made of a steel strip, a wood strip, a plastic strip or other rigid strip, the elastic body 22 may be made of rubber, foam or other elastic material, and the elastic body 22 and the damping strip body 21 may be connected by adhesive bonding, screw fixation or other connection means.
In this embodiment, damping strip body 21 adopts the rigid plastic preparation, elastomer 22 adopts the rubber preparation, for example styrene-butadiene rubber, isoprene rubber, ethylene propylene rubber, butyl rubber, chloroprene rubber or nitrile rubber, one side orientation containing structure 3 of damping strip body 21, the opposite side and the elastomer 22 of damping strip body 21 are connected, damping strip body 21 is equipped with the mounting groove towards one side of elastomer 22, the notch of mounting groove is equipped with the barb structure, elastomer 22 is installed in the mounting groove after through the extrusion towards one side of damping strip body 21, the barb structure of mounting groove is with elastomer 22 and damping strip body 21 chucking.
Like this, when taking place the earthquake or receive external force to strike and make roof beam or post take place deformation, when the wall body received the extrusion, the elastomer 22 of shock attenuation strip 2 can offset partial pressure through deformation, and simultaneously, the shock attenuation strip body 21 of rigidity material can be confronted with external force and maintain holding structure 3's shape unchangeable, reduces hollow brick 1 atress to make wall body non-deformable take place to collapse, reach the effect that makes wall body shock insulation shock attenuation.
Optionally, the elastic body 22 is provided with a plurality of hollow structures 221, and the plurality of hollow structures 221 are uniformly distributed.
As shown in fig. 1 and 2, the elastic body 22 is provided with a hollow structure 221, both ends of the hollow structure 221 are open and communicate with the outside, the cross-sectional shape of the hollow structure 221 may be a triangle, a rectangle, a polygon, a circle or various combinations thereof, and the hollow structure 221 may be provided with one or more layers, and may be provided along the length direction, the width direction, the height direction or any direction of the damper strip 2.
In this embodiment, hollow structure 221 is equipped with the one deck and along the width direction evenly distributed of shock attenuation strip 2, and hollow structure 221's cross-section is circular, and circular shape hollow structure 221 atress is out of shape more easily, removes external force and also the reconversion more easily, and elasticity is better, and hollow structure 221 evenly distributed makes each part atress of shock attenuation strip 2 more even.
As shown in fig. 3, the width direction of the damper strip 2 is the forward direction or the reverse direction of the Y axis.
Thus, by providing the hollow structure 221, the elastic body 22 has a larger deformation space, and the elasticity of the elastic body 22 can be increased, so that the damping effect of the damping strip 2 is better.
Optionally, a groove structure 211 is arranged on the damping strip body 21, a notch of the groove structure 211 faces the accommodating structure 3 and is communicated with the accommodating structure 3, a boss structure 11 is arranged at a position of the hollow brick 1 corresponding to the groove structure 211, and the boss structure 11 is suitable for being inserted into the groove structure 211.
As shown in fig. 2 and 4, the damper strip body 21 is provided with a groove structure 211 on a side facing the receiving structure 3, the hollow brick 1 is provided with a boss structure 11 at a position corresponding to the groove structure 211, the cross-sectional shape of the groove structure 211 may be a triangle, a rectangle, a polygon, a circle or a combination thereof, and accordingly, the boss structure 11 may also be a triangle, a rectangle, a polygon, a circle or a combination thereof.
In this embodiment, the left and right sides of air brick 1 is equipped with boss structure 11, correspondingly, is equipped with groove structure 211 on the shock attenuation strip body 21 of the 1 left and right sides of air brick, and groove structure 211 is trapezoidal with boss structure 11's cross sectional shape, can make boss structure 11 peg graft with groove structure 211 in the air brick 1 gets into containing structure 3 along the width direction flat push of shock attenuation strip 2.
Like this, through pegging graft groove structure 211 with boss structure 11 on the air brick 1 and the shock attenuation strip body 21, the air brick 1 combines inseparabler with shock attenuation strip 2, and the installation is more firm in holding structure 3 for the wall body is more firm.
Alternatively, the width of the slot structure 211 gradually decreases from the direction close to the receiving structure 3 to the direction far from the receiving structure 3.
As shown in fig. 1 and 2, the width of the notch of the slot structure 211 may be greater than, equal to or less than the width of the slot bottom, and the slot wall of the slot structure 211 may be zigzag or arc-shaped, in this embodiment, the slot wall of the slot structure 211 is generally planar, and the notch and the junction of the slot wall and the slot bottom are both rounded, and the width of the slot structure 211 gradually decreases from the direction close to the accommodating structure 3 to the direction away from the accommodating structure 3.
As shown in fig. 1 and 2, the width of the groove structure 211 refers to a distance between an upper groove wall and a lower groove wall of the groove structure 211 in the Z-axis direction.
Like this, boss structure 11's shape and groove structure 211 phase-match to peg graft with groove structure 211, the width that groove structure 211 is close to holding structure 3 one side is less than the width of keeping away from holding structure 3 one side, and boss structure 11 is difficult for removing in the left and right directions, makes hollow brick 1 combine inseparabler with shock attenuation strip 2, and the wall body is more firm.
Optionally, the damper bar 2 further includes a protrusion structure 23, the protrusion structure 23 is disposed on an inner wall of the groove structure 211 and extends in a direction perpendicular to a plane of the wall, a groove structure 111 is disposed at a corresponding position of the boss structure 11, and the protrusion structure 23 is adapted to be inserted into the groove structure 111.
As shown in fig. 2 and 4, the bumper strip 2 further includes a protrusion structure 23, the protrusion structure 23 is disposed along the width direction of the bumper strip 2, the protrusion structure 23 may be connected to the inner wall of the groove structure 211 by an adhesive, a screw connection, or an integral molding, and the cross-sectional shape of the protrusion structure 23 may be a triangle, a rectangle, a polygon, a circle, or various combinations thereof, correspondingly, a groove structure 111 is disposed at a corresponding position on the boss structure 11, and the protrusion structure 23 is suitable for being inserted into the groove structure 111.
In this embodiment, the cross-sectional shape of the protruding structure 23 is semicircular and is integrally formed with the groove structure 211, the surface of the semicircular protruding structure 23 is smoother, and is convenient to be inserted into the groove structure 111 of the boss structure 11, and meanwhile, the protruding structure 23 and the groove structure 211 are integrally formed, so that a mold can be saved, and the cost is reduced.
Like this, through set up protruding structure 23 on the inner wall at groove structure 211, set up groove structure 111 and peg graft with protruding structure 23 in boss structure 11's corresponding position department, boss structure 11 pegs graft inseparabler with groove structure 211, and boss structure 11 is difficult for rocking for hollow brick 1 combines inseparabler with shock attenuation strip 2, and the wall body is more firm.
Optionally, the damper strip 2 includes a first damper strip 2a and a second damper strip 2b, the first damper strip 2a being cross-connected with the second damper strip 2 b.
As shown in fig. 1, a plurality of first shock absorbing strips 2a are arranged in parallel, a plurality of second shock absorbing strips 2b are also arranged in parallel, each first shock absorbing strip 2a is respectively connected with the second shock absorbing strips 2b in a cross manner to form a wall body frame, the first shock absorbing strips 2a and the second shock absorbing strips 2b can be arranged in a horizontal direction, a vertical direction or any direction, the first shock absorbing strips 2a and the second shock absorbing strips 2b can be mutually perpendicular, and can also be connected at a certain angle through an adhesive, a screw or other manners.
In this embodiment, first shock attenuation strip 2a level sets up, the vertical setting of second shock attenuation strip 2b, be equipped with the mounting hole that supplies first shock attenuation strip 2a to pass on the second shock attenuation strip 2b, the mounting hole evenly sets up on second shock attenuation strip 2b, interaxial distance between the adjacent mounting hole is the same with hollow brick 1's height dimension, the size of mounting hole and first shock attenuation strip 2 a's size phase-match, first shock attenuation strip 2a passes behind the mounting hole on second shock attenuation strip 2b and fixes through screw and second shock attenuation strip 2 b.
Like this, be connected through first shock attenuation strip 2a and second shock attenuation strip 2b and form wall body frame for the wall body is more firm, when taking place the earthquake or receive external force impact messenger roof beam or post to take place deformation, and wall body non-deformable takes place to collapse, reaches the effect that makes wall body shock insulation shock attenuation.
Optionally, the damping composite wall further comprises mortar layers 5, wherein the mortar layers 5 are arranged on two sides of the hollow brick 1 and cover the damping strips 2.
As shown in fig. 3, in this embodiment, mortar layers 5 are further disposed on both sides of the hollow brick 1, and the mixing ratio of cement and fine sand in the mortar layers 5 is 1: 3, the thickness of the mortar layer 5 is set between 1cm and 3 cm.
Like this, set up mortar layer 5 and make the surface of wall body more level and more smooth, mortar layer 5's surface is more crude, and adhesive force is strong, makes things convenient for follow-up decoration engineering construction, and simultaneously, mortar layer 5 can also increase the intensity of wall body, protection wall body inner layer structure.
Optionally, the damping composite wall further comprises a mesh cloth 6, one side of the mesh cloth 6 is connected with the mortar layer 5, and the other side of the mesh cloth 6 is connected with the hollow brick 1.
As shown in fig. 3, in the present embodiment, a mesh cloth 6 is further provided between both sides of the hollow brick 1 and the mortar layer 5, and mesh cloth 6 having meshes of various specifications such as 8mm, 10mm, and 12mm may be used as necessary, but not limited thereto.
Like this, through set up net cloth 6 between mortar layer 5 and hollow brick 1 for mortar layer 5 is the adhesion on hollow brick 1 more easily, and construction convenient and fast more also can increase the intensity of wall body simultaneously.
Optionally, the damping composite wall further comprises a finishing layer 7, and the finishing layer 7 is connected with the mortar layer 5.
As shown in fig. 3, in this embodiment, a finishing layer 7 is further disposed on the mortar layer 5 outside the wall, and the finishing layer 7 may be one or more of a ceramic tile, a waterproof paint, or a decorative board.
Therefore, the wall body is more attractive due to the adoption of the finish coat 7, and meanwhile, the wall body can be prevented from water seepage due to the adoption of ceramic tiles or waterproof paint.
Although the present disclosure has been described above, the scope of the present disclosure is not limited thereto. Various changes and modifications may be made by those skilled in the art without departing from the spirit and scope of the present disclosure, and these changes and modifications are intended to fall within the scope of the present disclosure.

Claims (10)

1. The damping composite wall body is characterized by comprising hollow bricks (1) and elastic damping strips (2), wherein a plurality of damping strips (2) surround to form a containing structure (3); at least one damping strip (2) is provided with a folding structure (4), the folding structure (4) is formed by bending the side edge of the damping strip (2) towards the inside of the containing structure (3), and the hollow brick (1) is suitable for being installed in the containing structure (3) and is attached to the folding structure (4).
2. The damped composite wall according to claim 1 wherein the damping strip (2) comprises a damping strip body (21) and an elastomer (22), the elastomer (22) being connected to the damping strip body (21) and disposed on a side remote from the containment structure (3).
3. The shock-absorbing composite wall according to claim 2, wherein the elastic body (22) is provided with a plurality of hollow structures (221), and the plurality of hollow structures (221) are uniformly distributed.
4. The damping composite wall body according to claim 3, wherein a groove structure (211) is arranged on the damping strip body (21), a notch of the groove structure (211) faces the accommodating structure (3) and is communicated with the accommodating structure (3), a boss structure (11) is arranged at a position of the hollow brick (1) corresponding to the groove structure (211), and the boss structure (11) is suitable for being plugged with the groove structure (211).
5. The damped composite wall according to claim 4, wherein the width of the channel structure (211) decreases from the direction away from the receiving structure (3) to the direction close to the receiving structure (3).
6. The damping composite wall body as claimed in claim 5, wherein the damping strips (2) further comprise a protrusion structure (23), the protrusion structure (23) is disposed on the inner wall of the groove structure (211) and extends along a direction perpendicular to the plane of the wall body, a groove structure (111) is disposed at a corresponding position of the boss structure (11), and the protrusion structure (23) is adapted to be inserted into the groove structure (111).
7. The damped composite wall according to any one of claims 1 to 6 wherein the damping strips (2) comprise a first damping strip (2a) and a second damping strip (2b), the first damping strip (2a) being cross-connected to the second damping strip (2 b).
8. The shock-absorbing composite wall according to any one of claims 1 to 6, further comprising a mortar layer (5), wherein the mortar layer (5) is arranged on both sides of the hollow brick (1) and covers the shock-absorbing strips (2).
9. The shock-absorbing composite wall according to claim 8, further comprising a mesh cloth (6), wherein one side of the mesh cloth (6) is connected with the mortar layer (5), and the other side of the mesh cloth (6) is connected with the hollow bricks (1).
10. The shock-absorbing composite wall according to claim 8, further comprising a finishing layer (7), wherein the finishing layer (7) is connected with the mortar layer (5).
CN202022123820.3U 2020-09-24 2020-09-24 Shock attenuation composite wall Expired - Fee Related CN213709985U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022123820.3U CN213709985U (en) 2020-09-24 2020-09-24 Shock attenuation composite wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022123820.3U CN213709985U (en) 2020-09-24 2020-09-24 Shock attenuation composite wall

Publications (1)

Publication Number Publication Date
CN213709985U true CN213709985U (en) 2021-07-16

Family

ID=76795290

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022123820.3U Expired - Fee Related CN213709985U (en) 2020-09-24 2020-09-24 Shock attenuation composite wall

Country Status (1)

Country Link
CN (1) CN213709985U (en)

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Granted publication date: 20210716