CN211666011U - Shockproof type shear force wall reinforcing and connecting structure - Google Patents
Shockproof type shear force wall reinforcing and connecting structure Download PDFInfo
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- CN211666011U CN211666011U CN201921334900.4U CN201921334900U CN211666011U CN 211666011 U CN211666011 U CN 211666011U CN 201921334900 U CN201921334900 U CN 201921334900U CN 211666011 U CN211666011 U CN 211666011U
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Abstract
The utility model discloses a type shear force wall reinforcement connection structure takes precautions against earthquakes, including first wall body and second wall body, one side fixed mounting of first wall body has the jam plate, and first wall body passes through jam plate fixedly connected with second wall body, and the inside through connection of jam plate has the strengthening rib, and the top swing joint of jam plate has the screw. The utility model discloses in spread into first spring screw with the impact force of vibrations through the fixed plate, support the buffering through first spring screw is flexible and hit the power, then the first movable rod of rethread brings remaining impact force into the fly leaf, moves toward one side through the fly leaf and supports the buffering through second spring screw and hit the power, makes shear force wall shock-proof ability strong, prevents to shake and leads to the shear force wall to take place the fracture greatly and the incident appears.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to a shockproof building connection structure.
Background
The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall and is used for bearing horizontal load caused by wind load or earthquake action in a house or a structure, the shear wall can effectively prevent a building structure from being damaged by shearing, but the existing shear wall has poor earthquake-resistant effect and complex structure, and is easy to crack due to wind and rain erosion particularly after the connection part is corroded for a long time, so that the earthquake-resistant shear wall reinforced connection structure is provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the shortcoming that exists among the prior art, and the type shear force wall that takes precautions against earthquakes who proposes consolidates connection structure, the device spreads into first spring screw with the impact force of vibrations into through the fixed plate, support the buffering power of hitting through first spring screw is flexible, then the first movable rod of rethread brings remaining impact force into the fly leaf, move toward one side through the fly leaf and support the buffering power of hitting through the second spring screw, make shear force wall shock-proof capability strong, prevent to shake and lead to the shear force wall to take place the fracture greatly and the incident appears.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a type shear force wall reinforcement connection structure takes precautions against earthquakes, includes first wall body and second wall body, one side fixed mounting of first wall body has the jam plate, first wall body passes through jam plate fixedly connected with second wall body, the inside through connection of jam plate has the strengthening rib, the top swing joint of jam plate has the screw.
The first wall body comprises a damping layer, a fixed plate, a first spring screw, a top plate, a first movable rod, a push plate, a stress plate, a second movable rod, a movable plate, a connecting rod and a second spring screw, a damping layer is fixedly arranged inside the first wall body, a fixing plate is fixedly connected inside the damping layer, a first spring screw is fixedly arranged on one side of the fixed plate, a top plate is fixedly arranged on one side of the first spring screw, one side of the top plate is movably connected with a first movable rod, one side of the first movable rod is fixedly provided with a push plate, a stress plate is fixedly arranged on one side of the push plate, a second movable rod is movably connected on one side of the stress plate, one end fixed mounting of second movable rod has the fly leaf, the inside fixed mounting of fly leaf has the connecting rod, the top fixed mounting of connecting rod has the second spring screw.
As a further description of the above technical solution:
the shock absorption layer is provided with a plurality of layers in the first wall body and the second wall body, and the height of each layer is 0.5m-0.8 m.
As a further description of the above technical solution:
the fixed plates are arranged in the front and the back of the interior of the wall body, and the two fixed plates are connected with the top plate through first spring screws.
As a further description of the above technical solution:
the both sides of roof all are connected with the telescopic link, and the roof is connecting the first movable rod of front and back respectively.
As a further description of the above technical solution:
the movable plate and the second spring screw are movably connected to the connecting rod through a sleeve joint.
As a further description of the above technical solution:
the locking plate is provided with a plurality of locking plates at the joint of the first wall body and the second wall body, and two reinforcing ribs are fixedly connected inside each locking plate.
As a further description of the above technical solution:
the bottom of the reinforcing rib is provided with a groove, the top of the reinforcing rib below is provided with a lug, and the groove and the lug are mutually matched.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses a fixed plate spreads into first spring screw with the impact force of vibrations into, supports the buffering impact force through first spring screw is flexible, then the first movable rod of rethread brings remaining impact force into the atress board, moves past one side through the atress board and supports the buffering impact force through the second spring screw, makes shear force wall shock-proof ability strong, prevents to shake and leads to the shear force wall to take place to ftracture greatly and the incident appears.
2. Secondly, run through the jam plate through a plurality of strengthening ribs at the junction of first wall body and second wall body and consolidate the junction, then the recess of the bottom of rethread strengthening rib is connected with the lug on the top of below strengthening rib, makes the joint strength of two wall bodies strong, and rethread screw rotation fixes the strengthening rib through the jam plate, makes the junction stability of shear force wall strong, prevents that the junction from taking place the condition of fracture.
Drawings
FIG. 1 is a schematic top view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the wall body of the present invention;
fig. 3 is the overall structure schematic diagram of the middle lock plate of the present invention.
Illustration of the drawings:
the first wall 1 comprises a damping layer 101; a fixed plate 1011; a first spring screw 1012; a top plate 1013; a first movable bar 1014; a push plate 1015; a force-bearing plate 1016; a second movable bar 1017; an active plate 1018; connecting rod 1019; a second spring screw 1020; a lock plate 102; a reinforcing rib 103; a screw 104; a second wall 2.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, a quakeproof shear wall reinforcing and connecting structure comprises a first wall body 1 and a second wall body 2, wherein a locking plate 102 is fixedly installed on one side of the first wall body 1, the first wall body 1 is fixedly connected with the second wall body 2 through the locking plate 102, a reinforcing rib 103 penetrates through the inside of the locking plate 102, and a screw 104 is movably connected above the locking plate 102.
The first wall 1 comprises a shock absorption layer 101, a fixing plate 1011, a first spring screw 1012, a top plate 1013, a first movable rod 1014, a push plate 1015, a stress plate 1016, a second movable rod 1017, a movable plate 1018, a connecting rod 1019 and a second spring screw 1010, inside fixed mounting of first wall body 1 has buffer layer 101, the inside fixedly connected with fixed plate 1011 of buffer layer 101, one side fixed mounting of fixed plate 1011 has first spring screw 1012, one side fixed mounting of first spring screw 1012 has roof 1013, one side swing joint of roof 1013 has first movable rod 1014, one side fixed mounting of first movable rod 1014 has push pedal 1015, one side fixed mounting of push pedal 1015 has atress board 1016, one side swing joint of atress board 1016 has second movable rod 1017, the one end fixed mounting of second movable rod 1017 has movable plate 1018, the inside fixed mounting of movable plate 1018 has connecting rod 1019, the top fixed mounting of connecting rod 1019 has second spring screw 1020.
The damping layers 101 are arranged in the first wall body 1 and the second wall body 2, the height of each layer is 0.5-0.8 m, the shear wall is high in shock resistance through the multiple layers of damping layers 101, and safety accidents caused by cracking of the shear wall due to excessive shock are avoided.
The fixing plates 1011 are disposed at the front and rear sides of the wall, and the two fixing plates 1011 are connected to the top plate 1013 via the first spring screws 1012, so that the impact of vibration is transmitted to the first spring screws 1012 via the fixing plates 1011, and the impact is buffered by the expansion of the first spring screws 1012, thereby enhancing the shock resistance of the shear wall.
Wherein, the both sides of roof 1013 all are connected with the telescopic link, and roof 1013 is connecting the first movable rod 1014 of front and back respectively, and pass through first movable rod 1014 with remaining impact force and pass into push pedal 1015 through the telescopic link, let the impact force let the atress board 1016 toward one side remove through second spring screw 1010 and support the buffering power through push pedal 1015 with the impact force.
Wherein, activity connection is all on connecting rod 1019 through the noose to fly leaf 1018 and second spring screw 1020, makes fly leaf 1018 can be through connecting rod 1019 back-and-forth movement convenience, can be easier supports the buffering impact through second spring screw 1020.
Wherein, the plurality of is installed at the junction of first wall 1 and second wall 2 to jam plate 102, and two strengthening ribs 103 of inside fixedly connected with of every jam plate 102, fixes first wall 1 and second wall 2 through a plurality of jam plates 102, prevents that the junction from breaking.
Wherein, the bottom of strengthening rib 103 is equipped with the recess, and the top of below strengthening rib 103 is equipped with the lug, and recess and lug coincide each other, are connected through recess and lug and carry out first fixed to strengthening rib 103, make the junction stability of shear force wall strong, prevent that the junction from taking place the condition of fracture.
The working principle is as follows: when the shear wall is used, the damping layer 101 is firstly installed in the shear wall, when an earthquake occurs, the impact force of the vibration is transmitted into the first spring screw 1012 through the fixing plate 1011, the impact force is buffered through the expansion and contraction of the first spring screw 1012, then the residual impact force is brought into the stress plate 1016 through the first movable rod 1014, the impact force is buffered through the second spring screw 1020 by moving the movable plate 1018 to one side, so that the shear wall has strong shockproof capability, the safety accident caused by cracking of the shear wall due to over-large vibration is prevented, then the joint between the shear walls is reinforced through the locking plates 102 by the plurality of reinforcing ribs 103, then the grooves at the bottom ends of the reinforcing ribs 103 are connected with the convex blocks at the top ends of the reinforcing ribs 103 below, so that the joint strength of the two walls is strong, and then the reinforcing ribs 103 are fixed through the locking plates by the rotation of the screws 104, so that the joint stability of the shear wall is strong, the situation that the joint is cracked is prevented. The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. A shockproof shear wall reinforcing and connecting structure comprises a first wall body (1) and a second wall body (2), and is characterized in that a locking plate (102) is fixedly installed on one side of the first wall body (1), the first wall body (1) is fixedly connected with the second wall body (2) through the locking plate (102), a reinforcing rib (103) penetrates through the inside of the locking plate (102), and a screw (104) is movably connected above the locking plate (102);
the first wall body (1) comprises a shock absorption layer (101), a fixing plate (1011), first spring screws (1012), a top plate (1013), a first movable rod (1014), a push plate (1015), a stress plate (1016), a second movable rod (1017), a movable plate (1018), a connecting rod (1019) and second spring screws (1010), the shock absorption layer (101) is fixedly installed in the first wall body (1), the fixing plate (1011) is fixedly connected in the shock absorption layer (101), the first spring screws (1012) are fixedly installed on one side of the fixing plate (1011), the top plate (1013) is fixedly installed on one side of the first spring screws (1012), the first movable rod (1014) is movably connected on one side of the top plate (1013), the push plate (1015) is fixedly installed on one side of the push plate (1015), the stress plate (1016) is fixedly installed on one side of the push plate (1015), one side swing joint of atress board (1016) has second movable rod (1017), the one end fixed mounting of second movable rod (1017) has fly leaf (1018), the inside fixed mounting of fly leaf (1018) has connecting rod (1019), the top fixed mounting of connecting rod (1019) has second spring screw (1020).
2. The earthquake-proof shear wall reinforced connection structure as claimed in claim 1, wherein the shock absorption layer (101) is provided with a plurality of layers in the interior of the first wall body (1) and the second wall body (2), and the height of each layer is 0.5m-0.8 m.
3. The connection structure for reinforcing a quake-proof shear wall as claimed in claim 1, wherein the fixing plates (1011) are arranged at the front and rear of the inner part of the wall body, and the two fixing plates (1011) are connected to the top plate (1013) through first spring screws (1012).
4. The earthquake-proof shear wall reinforcing and connecting structure according to claim 1, wherein the top plate (1013) is connected with telescopic rods at both sides, and the top plate (1013) is connected with the front and rear first movable rods (1014) respectively.
5. The earthquake-proof shear wall reinforced connection structure as claimed in claim 1, wherein the movable plate (1018) and the second spring screw (1020) are movably connected to the connecting rod (1019) by hitching.
6. The earthquake-proof shear wall reinforced connection structure as claimed in claim 1, wherein a plurality of the lock plates (102) are arranged at the connection position of the first wall body (1) and the second wall body (2), and two reinforcing ribs (103) are fixedly connected to the inner part of each lock plate (102).
7. The earthquake-proof shear wall reinforced connection structure as claimed in claim 1, wherein the bottom end of the reinforcing rib (103) is provided with a groove, the top end of the lower reinforcing rib (103) is provided with a bump, and the groove and the bump are matched with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921334900.4U CN211666011U (en) | 2019-08-16 | 2019-08-16 | Shockproof type shear force wall reinforcing and connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921334900.4U CN211666011U (en) | 2019-08-16 | 2019-08-16 | Shockproof type shear force wall reinforcing and connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211666011U true CN211666011U (en) | 2020-10-13 |
Family
ID=72730803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921334900.4U Active CN211666011U (en) | 2019-08-16 | 2019-08-16 | Shockproof type shear force wall reinforcing and connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211666011U (en) |
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2019
- 2019-08-16 CN CN201921334900.4U patent/CN211666011U/en active Active
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Effective date of registration: 20221124 Address after: Room 2003 and 2004, Huarun Colorful City, Wangjiang West Road, Shushan District, Hefei City, Anhui Province, 230000 Patentee after: Anhui Gucheng building reinforcement Engineering Co.,Ltd. Address before: 154100 group 11, Committee 17, Dongsheng community, Xing'an District, Hegang City, Heilongjiang Province Patentee before: Yang Fan |