CN211172536U - Shockproof structure for light batten partition wall - Google Patents
Shockproof structure for light batten partition wall Download PDFInfo
- Publication number
- CN211172536U CN211172536U CN201921402565.7U CN201921402565U CN211172536U CN 211172536 U CN211172536 U CN 211172536U CN 201921402565 U CN201921402565 U CN 201921402565U CN 211172536 U CN211172536 U CN 211172536U
- Authority
- CN
- China
- Prior art keywords
- light
- partition wall
- lock beam
- lock
- slat
- 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.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a shockproof structure that light slat partition wall was used relates to light slat partition wall technical field, and mainly used solves the poor problem of current light slat partition wall shock resistance ability. The main structure is as follows: the partition wall is arranged between two structural columns/walls, at least two lock beams which are connected in sequence are arranged on the partition wall, the lock beams and the structural columns/walls, the light slats and the lock beams, and the light slats and a lower floor slab/beam are connected through movable anchors, and elastic sheaths are arranged on the outer walls of the movable anchors; a plurality of overlapped and combined telescopic building blocks are arranged between the two side edges of the partition wall and the structural column/wall, and a plurality of overlapped and combined telescopic building blocks are arranged between the lock beam and the upper floor slab/beam. The utility model provides a pair of shockproof structure that light slat partition wall was used, its structure is ingenious, can effectively promote the shock resistance ability of light slat partition wall, satisfies its shock resistance ability requirement.
Description
Technical Field
The utility model relates to a light slat partition wall technical field especially relates to a shockproof structure that light slat partition wall was used.
Background
The light batten replaces small-sized block partition wall materials with large usage amount along with the requirements of national environmental protection and energy conservation and the rise of an assembly type building, and is widely used in the field of building partition walls with the advantages of light weight, energy conservation, environmental protection, sound insulation, heat insulation and the like, and convenient installation.
The light lath is a long block body produced by light materials, the general size is that the length is 2500mmx, the width is 600mm, the thickness is 100mm (120mm,150mm,180mm and 200mm), about 30% of long through holes are arranged in the light lath, the self weight is lighter, meanwhile, the vertical sides of the laths are connected by concave-convex grooves occluded and bonded with bonding mortar, and connecting cloth is pasted along vertical seams, the vertical sides of the laths are connected with a main body column or a wall of a house and the top end and the bottom end of the laths by C-shaped or 2L-shaped connecting screws, and the connection of the structures of the light laths does not consider the shockproof performance, and basically meets the use requirements.
However, as the structure of the original light-weight batten is tested in the actual earthquake, people find that the structure of the spliced partition wall of the original light-weight batten has serious technical problems in terms of earthquake-proof performance:
1. the upper end/lower end of the light strip plate and the original main body beam or plate are connected by profile steel and filled by bonding mortar, which belongs to rigid connection, and energy consumption can not be consumed by deformation under the action of earthquake, so that the profile steel connecting piece is difficult to pull off against the action of earthquake.
2. The partition wall side of the light batten and the original main body column or wall are also connected by profile steel and filled with bonding mortar, and are also in rigid connection, so that the profile steel connecting piece cannot deform to consume energy under the action of an earthquake, and is difficult to pull off against the action of the earthquake.
3. The light laths are made of single long blocks, the single blocks are filled by adopting concave-convex groove occlusion and bonding mortar, the connection is rigid and very loose, the light laths cannot deform to consume energy under the action of an earthquake, and the light laths are quickly separated or damaged or collapsed under the action of the earthquake.
4. The partition wall assembled by single laths is fully embedded in the plate/beam or column/wall of the original main body structure to form a rigid partition wall. Under the earthquake effect, the major structure will consume energy through warping, and the rigidity piece partition wall itself that the light slat formed can't warp under the earthquake effect, still very big hinder around the major structure warp, under the multiple effect that self adsorbed earthquake effect and main part need warp etc. production, the slat partition wall is difficult to bear, can lead to the slat partition wall to destroy seriously, still causes earthquake mid-period injury people's incident.
Therefore, under the action force which is basically equal to or higher than the earthquake fortification intensity of the local area, the connection structure of the laths and the main body of the house quickly generates the bad conditions of falling damage of the connection pieces between the laths and the main body of the house, separation between the laths, falling of the whole laths and hurting people, and the like.
In order to solve the above-mentioned defects and improve the anti-vibration performance of the light slat partition wall, an anti-vibration structure for the light slat partition wall is urgently needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a shockproof structure that light slat partition wall was used, its structure is ingenious, can effectively promote the shock resistance performance of light slat partition wall, satisfies its shock resistance performance requirement.
In order to achieve the purpose, the utility model provides a shockproof structure for a light slat partition wall, which comprises a partition wall formed by splicing and combining a plurality of vertically arranged light slats, wherein the partition wall is arranged between two structural columns/walls, the upper end of the partition wall is horizontally provided with at least two lock beams which are connected in sequence, the lock beams are connected with the structural columns, the light slats are connected with the lock beams, and the light slats are connected with a lower floor slab/beam through movable anchors, and the outer wall of each movable anchor is provided with an elastic sheath; a plurality of vertical overlapped and combined telescopic building blocks are arranged between the edges of the two sides of the partition wall and the structural column/wall, and a plurality of horizontal overlapped and combined telescopic building blocks are arranged between the lock beam and the upper floor slab.
As a further improvement of the present invention, the inside of the lock beam has a through hole along the extending direction thereof, and one side of the movable anchor is inserted into the through hole.
As a further improvement, the light slat is provided with a plurality of slat through holes along the extending direction, the movable anchors are arranged in a plurality of and a plurality of slots respectively formed in the slat through holes.
As a further improvement of the present invention, the movable anchor includes a metal frame disposed along an axis thereof, and the elastic sheath is disposed on an outer wall of the metal frame cartridge side.
As a further improvement of the present invention, a lock beam connecting member for connecting the lock beam and the lock beam is provided between the lock beam and the lock beam, and both sides of the lock beam connecting member are respectively inserted into the lock beam through holes of the two lock beams.
As a further improvement of the present invention, the lock beam connecting member includes a metal frame disposed along an axis thereof and an elastic sheath coated on an outer wall of the metal frame.
As a further improvement, the telescopic building block comprises two splicing blocks spliced in a central symmetry manner.
As a further improvement, the splicing side of the splicing block is provided with a rubber pad and a step surface, and the step surface is provided with a clamping groove.
As a further improvement of the utility model, the partition wall includes two sets of light slats that set gradually from top to bottom, and is two sets of also the level is equipped with the lock beam between the light slat.
As a further improvement of the utility model, a plurality of light concrete bricks are arranged between the telescopic building block and the upper floor slab in horizontal overlapping combination.
Advantageous effects
Compare with current slat mounting structure, the utility model discloses a shockproof structure that light slat partition wall was used's advantage does:
1. the utility model discloses in, for satisfying under the earthquake action, the free deformation power consumption between partition wall upper end and upper portion floor/roof beam avoids partition wall self to rock and warp to cause the influence or destroy upper portion floor/roof beam, can not be connected the light slat that constitutes the partition wall directly with upper portion floor/roof beam, but adopts prefabricated lock beam to carry out the conversion and connect. The upper ends of the single light battens are connected into a whole through the prefabricated lock beams to form the partition wall.
2. Meanwhile, the energy consumption can be reduced by the deformation of the elastic sheaths on the movable anchors between the lock beam and the structural column/wall, between the light ribbon board and the lock beam and between the light ribbon board and the lower floor slab, so that the influence or damage of the shake of the lock beam on the deformation of the structural column/wall and the influence or damage of the shake of the light ribbon board on the deformation of the lock beam and the lower floor slab/beam can be avoided. Therefore, the lock beam and the single light slat are combined into the whole partition wall, which can independently meet the energy consumption requirements in the horizontal and vertical directions, and does not influence the deformation energy consumption requirements of the building structure column/wall and the upper floor slab/beam under the action of the earthquake.
3. And a plurality of vertical overlapped and combined telescopic building blocks are arranged between the edges of the two sides of the partition wall and the structural column/wall, and a plurality of horizontal overlapped and combined telescopic building blocks are arranged between the lock beam and the upper floor slab. The requirements of mutual deformation between the partition wall and the structural column/wall and between the upper part of the lock beam and the upper floor slab/beam under the earthquake action are met, the specific and sufficient deformation capacity among the original main body structure, the partition wall and the lock beam is ensured, and the multiple damage caused by mutual influence is greatly reduced.
4. The lock beam through hole is arranged in the lock beam, and the slat through hole in the light slat is utilized. One side of the movable anchor provided with the elastic sheath is implanted into the lock beam through hole and the batten through hole, and the other side of the movable anchor is fixed and connected with the original structural column/wall and the original floor/beam by adopting the existing mature structural embedded steel bar. The elastic sheath, the through hole of the lock beam and the through hole of the batten form an elastic piston which can be drawn back and forth and is collision-resistant, so that the collision damage of the movable anchor and the wall of the through hole in the earthquake is avoided, and the shaking requirement of the lock beam and the light batten in the earthquake is also met. Meanwhile, the light laths are combined to be independent single long blocks, and the end parts of each light lath are locked on the lower floor slab/beam or the lock beam by a plurality of movable anchors. Even if the end part of the individual light batten is damaged, the whole partition wall cannot be damaged, and only the corresponding light batten needs to be replaced.
5. The elastic sheath outside the lock beam connecting piece and the lock beam through hole form an elastic piston which can be pulled back and forth and is collision-resistant, so that the collision damage of the lock beam connecting piece and the wall of the lock beam through hole in the earthquake is avoided, and the shaking requirement between the lock beam and the lock beam in the earthquake is also met.
6. The telescopic building block comprises two splicing blocks which are spliced in a central symmetry manner. The concatenation side of concatenation piece is equipped with rubber pad and step face, is equipped with the draw-in groove on the step face. The two splicing blocks are combined into a telescopic building block, so that the buffering and stabilizing capability of the telescopic building block is further improved.
7. The utility model discloses in, shockproof structure is assembled production and installation, and the comprehensive cost is low, and the installation technique threshold is low. Simultaneously, this structure is because of the light, the simple swift reason of installation of dead weight, uses the installation back, and the structural safety and the shock resistance of partition wall promote greatly.
The invention will become more apparent from the following description when taken in conjunction with the accompanying drawings which illustrate embodiments of the invention.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a structural diagram of embodiment 1 of the present invention;
FIG. 2 is an enlarged view of a portion A of FIG. 1;
FIG. 3 is a partial enlarged view of portion B of FIG. 1;
FIG. 4 is an enlarged view of a portion C of FIG. 1;
FIG. 5 is an enlarged view of a portion D of FIG. 1;
FIG. 6 is an elevation view of the mobile anchor;
FIG. 7 is a cross-sectional view of the mobile anchor;
FIG. 8 is a perspective view of the strike;
FIG. 9 is a block diagram of the splice elements that make up the telescoping blocks;
fig. 10 is a structural view of embodiment 2 of the present invention;
fig. 11 is a partially enlarged view of a portion E in fig. 10.
Wherein: 1-light lath; 11-a slat through hole; 2-lock beam; 21-a lock beam through hole; 3-movable anchor; 4-a lock beam connector; 5-a metal framework; 6-an elastic sheath; 7-telescopic building blocks; 71-a splice block; 72-step surface; 73-card slot; 74-rubber pad.
Detailed Description
Embodiments of the present invention will now be described with reference to the accompanying drawings.
Example 1
The utility model discloses a concrete implementation mode is shown in fig. 1-9, a shockproof structure that light slat partition wall was used, the partition wall that the concatenation of light slat 1 including many vertical settings made up, the partition wall setting is between two structure posts/walls.
In order to meet the requirement of free deformation energy consumption between the upper end of the partition wall and the upper floor slab/beam under the action of an earthquake and avoid mutual damage of the partition wall to the upper floor slab/beam due to self shaking, the light batten 1 forming the partition wall cannot be directly connected with the upper floor slab/beam, but the light batten is connected with the upper floor slab/beam in a conversion mode through the prefabricated lock beam 2. Namely, at least two lock beams 2 which are connected in sequence are horizontally arranged at the upper end of the partition wall. The upper ends of the single light batten 1 are connected into a whole through the prefabricated lock beam 2 to form the partition wall.
Meanwhile, the lock beam 2 and the structural column/wall, the light slat 1 and the lock beam 2, and the light slat 1 and the lower floor/beam are connected through the movable anchor 3. An elastic sheath 6 is arranged on the outer wall of the movable anchor 3. The deformation energy consumption of the elastic sheath 6 on the movable anchor 3 can avoid the mutual damage of the rocking of the lock beam 2 to the structural column/wall and the mutual damage of the rocking of the light batten 1 to the lock beam 2 and the lower floor slab/beam during the earthquake. Thus, the whole partition wall formed by combining the lock beam 2 and the single light batten 1 can independently meet the energy consumption requirements in the horizontal and vertical directions, and the deformation capability of columns/walls and upper floor slabs/beams of the house structure in the earthquake is not influenced.
In this embodiment, the upper and lower ends of the single lightweight slat 1 are flexibly locked with movable anchors 3, respectively. Meanwhile, the method is based on the existing splicing mode of a single light batten 1. Along the vertical splicing seams, the middle parts of the light battens 1 are connected into a whole through the adhesive anchor flexible steel sheets of the ready-made mature steel adhering technology, and the common coordinated deformation is realized.
And a plurality of vertical overlapped and combined telescopic building blocks 7 are arranged between the two side edges of the partition wall and the structural column/wall. A plurality of horizontally overlapped and combined telescopic building blocks 7 are arranged between the lock beam 2 and the upper floor slab/beam. The requirements of mutual deformation between the partition wall and the structural column/wall and between the upper part of the lock beam 2 and the upper floor slab/beam under the earthquake action are met, specific enough deformation capacity among the original main body structure, the partition wall and the lock beam 2 is ensured, and the damage caused by mutual influence is greatly reduced.
In this embodiment, a lock beam through hole 21 is formed in the lock beam 2 along the extending direction thereof, and one side of the movable anchor 3 is inserted into the lock beam through hole 21. A plurality of slat through holes 11 arranged along the extending direction of the light slat 1 are arranged in the light slat 1, a plurality of movable anchors 3 are arranged, and one sides of the movable anchors 3 are all inserted in the slat through holes 11. The movable anchor 3 comprises a metal framework 5 arranged along the axis thereof, and an elastic sheath 6 is arranged on the outer wall of the insertion side of the metal framework 5.
The lock beam through hole 21 is provided in the lock beam 2, and the lath through hole 11 in the lightweight lath 1 is used. One side of the movable anchor 3 provided with the elastic sheath 6 is implanted into the lock beam through hole 21 and the batten through hole 11, and the other side is fixed and connected with the structural column/wall and the floor slab/beam by adopting the existing mature structural embedded steel bar. The elastic sheath 6, the lock beam through hole 21 and the batten through hole 11 form an elastic piston which can be drawn back and forth and is collision-resistant, so that the collision damage of the movable anchor 3 and the through hole wall in the earthquake is avoided, and the shaking requirement of the lock beam 2 and the light batten 1 in the earthquake is also met. Meanwhile, in combination with the current situation that the light lath 1 is an independent single long block, the end part of each light lath 1 is locked on the lower floor slab/beam or the lock beam by a plurality of movable anchors 3. Even if the end of the individual light weight slat 1 is damaged, the whole partition wall is not damaged, and only the corresponding light weight slat 1 needs to be replaced.
A lock beam connecting piece 4 for connecting the lock beam 2 and the lock beam 2 is arranged between the lock beam 2 and the lock beam 2, and two sides of the lock beam connecting piece 4 are respectively inserted into the lock beam through holes 21 of the two lock beams 2. The lock beam connecting piece 4 comprises a metal framework 5 arranged along the axis of the lock beam connecting piece and an elastic sheath 6 coated on the outer wall of the metal framework 5.
The elastic sheath 6 outside the lock beam connecting piece 4 and the lock beam through hole 21 form an elastic piston which can be pulled back and forth and is collision-resistant, so that the collision damage of the lock beam connecting piece 4 and the wall of the lock beam through hole 21 in the earthquake is avoided, and the shaking requirement between the lock beam 2 and the lock beam 2 in the earthquake is also met.
In addition, the telescopic block 7 in this embodiment includes two central symmetrically spliced splice blocks 71. The splicing side of the splicing block 71 is provided with a rubber pad 74 and a step surface 72, and the step surface 72 is provided with a clamping groove 73. The two splicing blocks 71 are combined into one telescopic building block 7, so that the buffering capacity of the telescopic building block 7 is further improved.
It should be noted that:
in this embodiment, the metal framework 5 and the elastic sheath 6 are adhered and sealed by the building structure adhesive. The metal framework 5 adopts anti-seismic steel bars, and the splicing seams are usually sealed by structural adhesive to ensure that the splicing seams are not corroded. After earthquake, the structural adhesive at the splicing joint is separated, and the pressure glue pouring technology is adopted to carry out rapid recovery, so that the repairable requirement of the earthquake can be met.
In the embodiment, a gap of 50mm-100mm is reserved at the joint between the lock beam 2 and the lock beam 2, and the joint is filled with C25 dry hard fiber concrete; the gap at the joint between the lock beam 2 and the structural column is also filled with C25 hard fiber concrete.
The concrete construction steps in this embodiment are as follows:
1. construction organization: installing the light batten 1 according to the conventional method, firstly carrying out construction organization design on the whole building and the part of each layer where the light batten 1 needs to be installed, and ensuring the quality and the orderly construction;
2. positioning and paying off: positioning, paying off and checking the light batten 1 aiming at specific parts according to the requirements of construction organization and the embodiment;
3. installing a movable anchor 3 at the lower end of the light batten 1: correspondingly arranging the center of a through hole 11 of a batten at the lower end of a light batten 1 of a movable anchor 3, implanting the movable anchor 3 on a floor slab/beam according to the requirement of the existing mature structure bar planting, paying attention to the fact that the contact surface of the movable anchor 3 and the original floor slab/beam is cleaned and leveled, cleaning is carried out, and the movable anchor 3 is uniformly and fully brushed with structural adhesive for building in advance and is tightly pasted;
4. installing the light lath 1: install light slat 1 in proper order with 3 centers of activity anchor corresponding light slat 1 lower extreme slat through hole 11 centers, notice: according to the construction technical requirements of the prior battens, the side engagement groove of each light batten 1, the bottom end and the top end of each batten are uniformly coated with bonding mortar in advance to ensure that the peripheral engagement surfaces of the battens are tightly engaged, and the battens are temporarily fixed according to the current safety construction requirements;
5. the movable anchor 3 is arranged on the lock beam 2 corresponding to the through hole 11 of the upper end strip plate of the light strip plate 1: correspondingly arranging the center of a batten through hole 11 at the upper end of a light batten 1 of a movable anchor 3, implanting the movable anchor 3 on a lock beam 2 according to the existing mature structural bar planting requirement, paying attention to the fact that the contact surface of the movable anchor 3 and the lock beam 2 is cleaned and leveled, and the movable anchor 3 is cleaned and is uniformly and fully brushed in advance to be tightly pasted with structural adhesive for buildings;
6. the two ends of the lock beam 2 connected with the main structure column/wall are implanted with the elevation and the horizontal position according to the movable anchor 3, the lock beam through hole 21 is drilled according to the requirement, and cleaned, and the structural adhesive (note that the adhesive amount is not less than 2/3 of the volume of the drilled hole and the fluidity of the adhesive is controlled) is injected into the hole;
7. and (3) installing a lock beam 2 corresponding to the hole site at the upper end of the light batten 1: the lock beam 2 is equally divided into no less than 2 sections by each section of partition wall, the standard lock beam 2 is cut according to actual length requirements, before the lock beam 2 is installed, a movable anchor 3 which is installed at one end of the lock beam 2 connected with an original main body structural column is placed into a preformed hole at the end part of the lock beam 2 in advance, the end of an anchor bar is exposed and temporarily fixed by a thin steel wire and the like, and then the upper end of the light batten 1 can be locked by stably inserting the movable anchor 3 on the lock beam 2 into a batten through hole corresponding to the light batten 1;
8. fixed lock beam 2 and the movable lock piece of structural column/wall: pulling out the embedded bar end edge of the movable anchor 3 which is placed into the through hole 21 of the lock beam in advance by using a clamp, uniformly brushing structural adhesive (comprising the contact surface of the end part of the movable anchor 3 and a main structure column/wall) fully, and completely embedding the embedded bar end of the movable anchor 3 into the structure column/wall by using the clamp and tightly pasting the movable anchor 3 with the main structure column or the wall;
9. installing the lock beam 2 on one side by firstly installing the lock beam 2 on the other side: note that the lock beam connecting piece 4 of the connecting end of the two sections of lock beams 2 is also put into the lock beam through hole 21 on any side in advance and temporarily fixed;
10. fixing the lock beam connecting piece 4: the lock beam connecting piece 4 is moved out by a clamp, and the center of the length of the lock beam connecting piece 4 corresponds to the center of the reserved section of the lock beam 2;
11. fixing the lock beam 2, namely manually filling all reserved sections of the lock beam 2 by using the C25 dry hard fiber concrete which is mixed on site and has the same strength grade as the lock beam 2;
12. constructing the telescopic building blocks 7 according to the method shown in the figure, wherein the end parts of the telescopic building blocks 7 which cannot be filled are obliquely constructed and filled by light concrete bricks;
13. after the partition wall is installed and checked to be correct, the middle flexible connecting piece of the batten is fixed by a conventional method according to the figure, and after the lightweight batten 1 is integrally fixed, connecting cloth is pasted along two sides of the vertical joint of the batten (anti-cracking) according to the construction technical requirements of the existing batten;
14. and repeating the steps to assemble other partition wall sections by using the constructional element product.
The assembly technical requirements of the embodiment are as follows:
1. the production of the light strip plate 1 is JG/T-169-;
2. the masonry construction is carried out according to the masonry structure engineering construction quality acceptance standard GB 50203-2011;
3. the construction requirements of the embedded steel bars and the carbon fibers of the movable lock piece are in accordance with the construction quality acceptance standard GB50550-201 of the building structure reinforcement project;
4, the requirement of anti-seismic steel bars meets the requirement of steel GB1499.2-2007 for reinforced concrete;
5. the reinforced concrete conforms to the acceptance specification GB50204-2015 of the construction quality of concrete structural engineering;
6. all the steel bars in the embodiment adopt HRB400E, and the structural adhesive adopts structural adhesive for building and A-grade adhesive;
7. the light concrete brick in the embodiment preferentially adopts MU10 regenerative secondary light concrete brick, and according to patent application 201910463175.9 of the company patent, the light concrete brick comprises the following components in percentage by mass: 42.5 cement/water/recycled aggregate/recycled powder/recycled light material/admixture = 1/0.919/1.269/0.667/0.273/0.008;
8. the telescopic building block 7 in the embodiment preferably adopts MU5 regenerated lightweight concrete telescopic building block, and according to patent application 201910463175.9 of the company, the mass proportion is as follows: 42.5 cement/water/recycled aggregate/recycled powder/recycled light material/admixture = 1/0.972/1.233/0.92/0.272/0.053;
9. the bonding mortar and the masonry mortar in the embodiment preferentially adopt M5.0 bonding mortar and masonry mortar: according to the patent application 201910463175.9 of the company, the weight ratio is as follows: 42.5 cement/water/recycled aggregate/recycled powder/recycled light material/admixture = 1/1.519/1.095/0.818/0.283/0.009;
10. the C25 hard dry fiber concrete in the embodiment preferentially adopts regenerated C25 hard dry fiber light concrete, which is prepared from the following components in parts by mass according to the patent application 201910463175.9 applied by the company: 42.5 cement/water/recycled aggregate/recycled powder/recycled light material/admixture =1/0.303/0.818/0.788/0.164/0.009, the fiber is made by the method of 1.2kg of concrete per square;
11. the elastic sheath 6 in this embodiment is made of ethylene propylene rubber with good aging resistance, wear resistance and elasticity.
12. If the other end of the movable anchor 3 is fixed on the steel structure main body, the other end is processed into threads and fixed by adopting a nut.
Example 2
The present embodiment is different from embodiment 1 in that: as shown in fig. 10-11, the partition wall comprises two sets of light slats 1 arranged in sequence, wherein the two sets of light slats 1 are arranged up and down symmetrically. And a lock beam 2 is horizontally arranged between the two groups of light laths 1.
In this embodiment, still be vertically equipped with in the middle part of partition wall and divide into two constructional columns about the partition wall, this constructional column is according to present antidetonation design code requirement: the partition wall constructional column is arranged in the middle of the partition wall when the length of the partition wall is 2 times of the net height of the wall, the upper end and the lower end of the constructional column respectively extend to the floor slab/beam and are connected with the floor slab/beam, and the constructional column is used for reinforcing the middle of the partition wall and better works together with the partition wall. The construction post is connected to the end of the lock beam 2 in the same way as other construction posts/walls. The difference is that the constructional column is connected with the light lath 1 at the two sides of the constructional column at the middle part through an anchor-sticking flexible steel sheet by the ready-made steel-sticking technology.
Meanwhile, according to the requirement of actual filling size, a plurality of light concrete bricks which are combined in a horizontal overlapping mode can be arranged between the telescopic building block 7 which is combined in a horizontal overlapping mode and the upper floor slab/beam. The top end of the partition wall is embedded and fixed, and the mutual deformation influence between the lock beam 2 and the upper floor slab/beam during earthquake action is further buffered.
The specific construction steps and assembly technical requirements in this example are the same as those in example 1.
The present invention has been described above with reference to the preferred embodiments, but the present invention is not limited to the above-disclosed embodiments, and various modifications, equivalent combinations, which are made according to the essence of the present invention, should be covered.
Claims (10)
1. The shockproof structure for the light batten partition wall comprises a partition wall formed by splicing and combining a plurality of vertically arranged light battens (1), wherein the partition wall is arranged between two structural columns/walls, and is characterized in that the upper end of the partition wall is horizontally provided with at least two lock beams (2) which are sequentially connected, the lock beams (2) and the structural columns/walls, the light battens (1) and the lock beams (2), and the light battens (1) and a lower floor slab/beam are connected through movable anchors (3), and the outer walls of the movable anchors (3) are provided with elastic sheaths (6); a plurality of vertical overlapped and combined telescopic building blocks (7) are arranged between the edges of the two sides of the partition wall and the structural column/wall, and a plurality of horizontal overlapped and combined telescopic building blocks (7) are arranged between the lock beam (2) and the upper floor slab/beam.
2. The quakeproof structure for the partition walls of the light weight slats as claimed in claim 1, wherein the inside of the arc (2) is provided with an arc through hole (21) along the extending direction thereof, and one side of the movable anchor (3) is inserted into the arc through hole (21).
3. The quakeproof structure for the light-weight slat partition wall as claimed in claim 1 or 2, wherein a plurality of slat through holes (11) are formed in the light-weight slat (1) along the extending direction thereof, the number of the movable anchors (3) is plural, and one side of each of the plural movable anchors (3) is inserted into the slat through hole (11).
4. Quakeproof structure for light-weight slat partition walls according to claim 3, characterized in that said movable anchor (3) comprises a metal frame (5) disposed along its axis, said elastic sheath (6) being disposed on the outer wall of the metal frame (5) on the insertion side.
5. The quakeproof structure for the light-weight slat partition wall as claimed in claim 2, wherein a lock beam connecting piece (4) for connecting the lock beam (2) and the lock beam (2) is arranged between the lock beam (2) and the lock beam, and both sides of the lock beam connecting piece (4) are respectively inserted into the lock beam through holes (21) of the two lock beams (2).
6. Quakeproof structure for light-weight slat partition walls according to claim 5, characterized in that said joists attachment member (4) comprises a metal frame (5) disposed along its axis and an elastic sheath (6) covering the outer wall of the metal frame (5).
7. Quakeproof structure for light-weight slat partition walls according to claim 1, characterized in that said telescopic blocks (7) comprise two central symmetrically spliced splicing blocks (71).
8. The quakeproof structure for the light-weight slat partition wall as claimed in claim 7, wherein the splicing side of the splicing blocks (71) is provided with a rubber pad (74) and a step surface (72), and the step surface (72) is provided with a clamping groove (73).
9. The quakeproof structure for the light-weight slat partition wall as claimed in claim 1, wherein said partition wall comprises two sets of light-weight slats (1) disposed one above the other, and a lock beam (2) is horizontally disposed between said two sets of light-weight slats (1).
10. The earthquake-proof structure of light lath partition as claimed in claim 9, wherein a plurality of light concrete bricks are horizontally overlapped and combined between said telescopic blocks (7) horizontally overlapped and combined and the upper floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921402565.7U CN211172536U (en) | 2019-08-27 | 2019-08-27 | Shockproof structure for light batten partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921402565.7U CN211172536U (en) | 2019-08-27 | 2019-08-27 | Shockproof structure for light batten partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211172536U true CN211172536U (en) | 2020-08-04 |
Family
ID=71793724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921402565.7U Active CN211172536U (en) | 2019-08-27 | 2019-08-27 | Shockproof structure for light batten partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211172536U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323194A (en) * | 2021-04-26 | 2021-08-31 | 中建五局第三建设有限公司 | Assembled antidetonation partition wall |
-
2019
- 2019-08-27 CN CN201921402565.7U patent/CN211172536U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323194A (en) * | 2021-04-26 | 2021-08-31 | 中建五局第三建设有限公司 | Assembled antidetonation partition wall |
| CN113323194B (en) * | 2021-04-26 | 2023-11-17 | 中建五局第三建设有限公司 | Assembled antidetonation partition wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108265875B (en) | Self-waterproof energy-consumption prefabricated shear wall structure and construction method | |
| CN211690988U (en) | Concrete precast slab with waterproof function | |
| CN211172536U (en) | Shockproof structure for light batten partition wall | |
| CN111734016A (en) | Anti-cracking inner partition wall applied to assembled steel structure and construction method thereof | |
| KR100675620B1 (en) | An Assembly Type Wall Panel and Building Wall | |
| CN106894571A (en) | Half built-in precast concrete sandwich heat preservation wallboard and its assembly system and construction method | |
| CN103452209B (en) | Double-layer composite slat cast-in-situ internal partition wall structure | |
| CN115928909A (en) | Short-limb shear wall assembled light steel combined truss bearing steel wire mesh frame mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
| CN114575493A (en) | Prefabricated friction damping wall structure and installation method thereof | |
| CN214739047U (en) | Vertical connecting assembly of inorganic aggregate flame-retardant wood-plastic composite wallboard | |
| RO122681B1 (en) | Set of structural panels for making a civil construction and process for making said construction | |
| CN110761445A (en) | Rigid splicing structure, assembled wall body and manufacturing and mounting method | |
| CN212957124U (en) | Be applied to anti type of splitting internal partition wall of assembled steel construction | |
| CN213174450U (en) | Light partition composite board | |
| CN211341295U (en) | Connecting joint of external wall board and beam | |
| CN211774644U (en) | ALC panel convenient to installation and concatenation connection structure thereof | |
| CN212104688U (en) | Shockproof constructional element for light batten partition wall | |
| CN209924198U (en) | Deformable assembled infilled wall of wallboard and infilled wall system | |
| CN214941278U (en) | Assembled sealing wall panel structure for building | |
| CN111173147A (en) | Evaporate and press aerated concrete panel installation node | |
| CN204645353U (en) | Cast-in-place concrete heat-preservation compound floor structure | |
| CN220908799U (en) | Assembled interior partition wall structure | |
| CN211007090U (en) | Assembled outer wall wallboard fixed knot constructs | |
| CN217580588U (en) | Connecting structure of outer side wall board and floor board | |
| CN220768496U (en) | Light prefabricated slat splicing structure and peripheral retaining wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |