CN211007202U - Superimposed shear wall for building - Google Patents
Superimposed shear wall for building Download PDFInfo
- Publication number
- CN211007202U CN211007202U CN201921935643.XU CN201921935643U CN211007202U CN 211007202 U CN211007202 U CN 211007202U CN 201921935643 U CN201921935643 U CN 201921935643U CN 211007202 U CN211007202 U CN 211007202U
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- wall
- sleeve
- superimposed
- shear wall
- buckle ring
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Abstract
The utility model discloses a superimposed shear wall for building, including pre-buried frame of wall body and buckle ring, the internal connection of the pre-buried frame of wall body has the sleeve, and telescopic both sides are provided with raw materials slip casting board, settle the top both sides of the pre-buried frame of wall body has the mounting bracket, the top of mounting bracket is connected with outer shrouding, and is swing joint between mounting bracket and the outer shrouding, the internally mounted of outer shrouding has sealed glue, sealed glue's inner wall distributes and has the fixed plate, the buckle ring is fixed in one side of fixed plate, the internal connection of buckle ring has the superimposed cover, and the inboard of superimposed cover is provided with the superimposed pole. This superimposed shear wall for building for superimposed shear wall can constitute steel bar truss, shaped steel etc. through two precast concrete wallboards, makes superimposed bar, superimposed cover and buckle ring connection become the component that has middle cavity, and the fixed back of field erection, the later casting concrete forms holistic shear wall in the middle cavity.
Description
Technical Field
The utility model relates to an assembly type structure technical field specifically is a superimposed shear wall for building.
Background
In recent years, the development of the assembly type building in China raises a hot tide, but the novel assembly type building in China is still in a starting stage at present and all links are in mutual running-in coordination. In terms of the prefabricated concrete structure technology, the idea of standardized design is neglected, production and construction are rarely considered, the modularization and standardization level of the components is low, mass flow line production is difficult to realize, and the construction link is not suitable for prefabricated construction, so that the structural improvement of the components of the superposed shear wall for the building is required.
When the assembly type building on the market is used, the combination of the reinforcing steel bar frames is too single, the cost is too high, the assembly is not convenient to construct, the structural performance in the cavity is poor, the transportation and installation are difficult, and the frame construction is slow.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a superimposed shear wall for building to solve the assembly type structure in use on the market that proposes in the above-mentioned background art, the reinforcing bar frame combination is too single, and is with too high costs, the construction combination of being not convenient for, and intracavity structural nature is relatively poor, and the transportation installation is more difficult, the slow problem of frame construction.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a superimposed shear wall for building, includes pre-buried frame of wall body and buckle ring, the internal connection of pre-buried frame of wall body has the sleeve, and telescopic both sides are provided with raw materials slip casting board, settle the top both sides of pre-buried frame of wall body has the mounting bracket, the top of mounting bracket is connected with outer shrouding, and is swing joint between mounting bracket and the outer shrouding, the internally mounted of outer shrouding has sealed glue, the inner wall distribution of sealed glue has the fixed plate, the buckle ring is fixed in one side of fixed plate, the internal connection of buckle ring has the superimposed sleeve, and the inboard of superimposed sleeve is provided with the superimposed bar.
Preferably, a vertical structure is arranged between the wall embedded frame and the sleeve, and the raw material grouting plate is fixedly connected with the sleeve.
Preferably, the inner wall of the snap ring is tightly attached to the outer wall of the superposition sleeve, and the superposition sleeve is movably connected with the superposition rod.
Preferably, the mounting rack comprises connecting ribs, limiting bolts and reinforcing guide rods, the connecting ribs are fixed to two sides of the inside of the mounting rack, the reinforcing guide rods are arranged in the middle of the connecting ribs, and the limiting bolts are arranged on two sides of the reinforcing guide rods.
Preferably, the connecting rib and the reinforcing guide rod are fixedly connected, and the connecting rib and the limiting bolt form a threaded structure through the reinforcing guide rod.
Preferably, a sleeve clamping plate is fixed at the top end of the sleeve, and a clamping groove is formed in one side of the sleeve clamping plate.
Preferably, the inner wall of the sleeve clamping plate is tightly attached to the outer wall of the clamping groove, and the sleeve forms a dismounting structure with the clamping groove through the sleeve clamping plate.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the inner wall of the buckle ring and the outer wall of the superposed sleeve are closely attached, and the superposed sleeve and the superposed rod are movably connected, so that the superposed shear wall can form a steel bar truss, profile steel and the like through two precast concrete wallboards, the superposed rod, the superposed sleeve and the buckle ring are connected into a component with a middle cavity, and after the component is fixedly installed on site, concrete is poured in the middle cavity to form an integral shear wall;
2. the middle part of the connecting rib of the utility model is provided with the reinforcing guide rod, and the two sides of the reinforcing guide rod are provided with the limiting bolts, thereby being beneficial to vertically connecting the sealant and the outer sealing plate on the dowel bars in the cavity, and pouring concrete into the cavity, so that the upper wall body and the lower wall body are connected into a whole, the size of the vertical cavity is much larger than the space size required by the dowel bars, the superposed wall is more convenient for construction in the installation process, the combined surface is larger, the structural integrity is better, and the water resistance is more reliable;
3. the utility model discloses a structure is dismantled through cover grip block and draw-in groove constitution to the sleeve, make the prefabricated good wall body of mill, after the field erection is fixed, grout the inside grout of grout sleeve through raw materials slip casting board, be equivalent to "adhesive", link together with lower floor's shear force wall on the dowel steel in the cavity with the vertical connection of outer shrouding, owing to there is the existence of cavity, wall body weight of same width and height will be lighter than ordinary wall/left and right sides, therefore, can choose for use littleer tower crane to hoist, and under same weight prerequisite, can make bigger prefabricated wall body, can practice thrift a large amount of raw materials cost, intensity is tougher and tougher.
Drawings
FIG. 1 is a schematic view of the internal structure of the present invention;
fig. 2 is a schematic view of the internal structure of the mounting rack of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 1 according to the present invention.
In the figure: 1. pre-embedding a wall body frame; 2. a raw material grouting plate; 3. a sleeve; 4. a mounting frame; 5. sealing glue; 6. an outer sealing plate; 7. a fixing plate; 8. a snap ring; 9. overlapping and sleeving; 10. a folding bar; 11. connecting ribs; 12. a limit bolt; 13. reinforcing the guide rod; 14. sleeving a clamping plate; 15. a clamping groove.
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 in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a superposed shear wall for buildings comprises a wall pre-buried frame 1 and a buckle ring 8, wherein a sleeve 3 is connected inside the wall pre-buried frame 1, raw grouting plates 2 are arranged on two sides of the sleeve 3, a vertical structure is formed between the wall pre-buried frame 1 and the sleeve 3, the raw grouting plates 2 and the sleeve 3 are fixedly connected, the sleeve 3 is vertically installed in the wall pre-buried frame, construction grouting can be performed on the raw grouting plates 2 by construction teams, the strength of the wall can be enhanced by injecting raw materials in the sleeve 3 into the wall, mounting frames 4 are arranged on two sides of the top end of the wall pre-buried frame 1, an outer sealing plate 6 is connected to the tops of the mounting frames 4, the mounting frames 4 and the outer sealing plate 6 are movably connected, a sealant 5 is installed inside the outer sealing plate 6, a fixing plate 7 is distributed on the inner wall of the sealant 5, the buckle ring 8 is fixed on one side of the fixing plate 7, and a superposed sleeve 9 is connected inside the, and the inner side of the overlapping sleeve 9 is provided with an overlapping rod 10.
Closely laminate between the inside inner wall of buckle ring 8 and the outside outer wall of coincide cover 9, and be swing joint between coincide cover 9 and the coincide pole 10, through with between 8 movable mounting coincide covers 9 of buckle ring, make coincide pole 10 move about between coincide cover 9 and buckle ring 8, can with coincide pole 10 movable mounting fixed plate 7 with buckle ring 8 between, can carry out both sides equipment with sealed glue 5 and outer closure 6, make the coincide shear wall pass through two precast concrete wallboards, can constitute the steel bar truss, shaped steel etc., make coincide pole 10, coincide cover 9 and buckle ring 8 connect into the component that has middle cavity, after the field erection is fixed, the post-cast concrete forms holistic shear wall in the middle cavity.
The mounting frame 4 comprises connecting ribs 11, limiting bolts 12 and reinforcing guide rods 13, the connecting ribs 11 are fixed on two sides of the interior of the mounting frame 4, the reinforcing guide rods 13 are arranged in the middle of the connecting ribs 11, the limiting bolts 12 are arranged on two sides of the reinforcing guide rods 13, the limiting bolts 12 between the connecting ribs 11 and the mounting frame 4 are screwed, so that threads of the limiting bolts 12 are buckled between the connecting ribs 11 and the reinforcing guide rods 13, the sealant 5 and the outer sealing plate 6 can be vertically connected and mounted between the connecting ribs 11 and the reinforcing guide rods 13, the limiting bolts 12 are used for fixing the threads, the sealant 5 and the outer sealing plate 6 can be conveniently and vertically connected onto the dowel bars in the cavity, concrete can be poured into the cavity, the upper wall body and the lower wall body are connected into a whole, the size of the vertical cavity is much larger than the space size required by the dowel bars, the construction of the laminated wall is more, The structure wholeness is better, waterproof more reliable, be fixed connection between splice bar 11 and the reinforcement guide arm 13, and splice bar 11 constitutes helicitic texture through reinforcing guide arm 13 and spacing bolt 12.
The top end of the sleeve 3 is fixed with a sleeve clamping plate 14, one side of the sleeve clamping plate 14 is provided with a clamping groove 15, the inner wall of the sleeve clamping plate 14 is tightly attached to the outer wall of the clamping groove 15, the sleeve 3 forms a dismounting structure through the sleeve clamping plate 14 and the clamping groove 15, the movable clamping groove 15 is enabled to slide between the sleeve 3 and the sleeve clamping plate 14 through the clamping groove 15 between the movable sleeve 3 and the sleeve clamping plate 14, connection looseness can be generated between the sleeve 3 and the sleeve clamping plate 14, the sleeve 3 can be movably arranged between the sleeve clamping plate 14 and the clamping groove 15, a wall body prefabricated in a factory is enabled, after the field installation and fixation, the interior of the grouting sleeve 3 is grouted through the raw material grouting plate 2, which is equivalent to 'adhesive', the sealant 5 and the outer sealing plate 6 are vertically connected on the dowel in the cavity and connected with the lower layer shear wall, due to the existence of the cavity, the wall weight of the same width and height is about 1/2 lighter than that of a common wall, so that a smaller tower crane can be selected for hoisting, and under the premise of the same weight, a larger prefabricated wall can be made, so that a large amount of raw material cost can be saved, and the strength is tougher.
The working principle is as follows: when the superposed shear wall for the building is used, firstly, the clamping ring 8 is movably arranged between the superposed sleeves 9, the superposed rod 10 can move between the superposed sleeves 9 and the clamping ring 8, the superposed rod 10 can be movably arranged between the fixed plate 7 and the clamping ring 8, the sealant 5 and the outer sealing plate 6 can be assembled at two sides, the superposed shear wall can form a steel bar truss, profile steel and the like through two prefabricated concrete wall plates, the superposed rod 10, the superposed sleeves 9 and the clamping ring 8 are connected into a component with a middle cavity, after the superposed shear wall is fixedly arranged on site, concrete is poured in the middle cavity to form the integral shear wall, the movable clamping groove 15 slides between the sleeve 3 and the sleeve clamping plate 14 through the clamping groove 15 between the movable sleeve 3 and the sleeve clamping plate 14, and the sleeve 3 and the sleeve clamping plate 14 can be connected and loosened, the sleeve 3 can be movably arranged between the sleeve clamping plate 14 and the clamping groove 15, so that a well-prefabricated wall body in a factory can be installed and fixed on site, the interior of the grouting sleeve 3 is grouted through the raw material grouting plate 2, which is equivalent to 'adhesive', the sealant 5 and the outer sealing plate 6 are vertically connected on the dowel bars in the cavity and connected with the lower shear wall, because of the existence of the cavity, the weight of the wall body with the same width and height is about 1/2 lighter than that of a common wall, therefore, a smaller tower crane can be selected for hoisting, and on the premise of the same weight, a larger prefabricated wall body can be manufactured, so that a large amount of raw material cost can be saved, the strength is tougher, the limit bolt 12 between the connecting rib 11 and the reinforcing guide rod 13 is screwed, the thread of the limit bolt 12 is buckled between the connecting rib 11 and the reinforcing guide rod 13, the sealant 5 and the outer sealing plate 6 can be vertically connected and installed between the connecting rib 11, carry out the thread tightening through spacing bolt 12, be favorable to sealing glue 5 and the vertical connection of 6 outer sealings boards on the dowel in the cavity, can be to pouring concrete in the cavity, make upper and lower wall connection become whole, the size of erecting the cavity is a lot bigger than the required space dimension of dowel, in the installation, the coincide wall is more convenient for be under construction, the faying face is bigger, structural integrity is better, it is waterproof more reliable, through installing sleeve 3 in the pre-buried frame of wall body perpendicularly, the construction team can be under construction the grout to raw materials slip sheet 2, through pouring into the wall body with the raw materials in the sleeve 3, can strengthen the intensity of the wall body itself.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a superimposed shear wall for building, includes that wall body is pre-buried puts up (1) and buckle ring (8), its characterized in that: the utility model discloses a building wall body pre-buried frame, including wall body pre-buried frame (1), mounting bracket (4), the top of mounting bracket (4) is connected with outer shrouding (6), and is swing joint between mounting bracket (4) and outer shrouding (6), the internally mounted of outer shrouding (6) has sealed glue (5), the inner wall distribution of sealed glue (5) has fixed plate (7), buckle ring (8) are fixed in one side of fixed plate (7), the internally connected with of buckle ring (8) amalgamates cover (9), and the inboard of amalgamation cover (9) is provided with coincide pole (10).
2. The superposed shear wall for buildings according to claim 1, wherein: the wall body pre-buried frame (1) and the sleeve (3) are of a vertical structure, and the raw material grouting plate (2) and the sleeve (3) are fixedly connected.
3. The superposed shear wall for buildings according to claim 1, wherein: the inner wall of the snap ring (8) is tightly attached to the outer wall of the superposition sleeve (9), and the superposition sleeve (9) is movably connected with the superposition rod (10).
4. The superposed shear wall for buildings according to claim 1, wherein: the mounting rack (4) comprises connecting ribs (11), limiting bolts (12) and reinforcing guide rods (13), the connecting ribs (11) are fixed to two sides of the interior of the mounting rack (4), the reinforcing guide rods (13) are arranged in the middle of the connecting ribs (11), and the limiting bolts (12) are arranged on two sides of the reinforcing guide rods (13).
5. The superimposed shear wall for buildings according to claim 4, wherein: the connecting rib (11) is fixedly connected with the reinforcing guide rod (13), and the connecting rib (11) forms a thread structure with the limiting bolt (12) through the reinforcing guide rod (13).
6. The superposed shear wall for buildings according to claim 1, wherein: the sleeve is characterized in that a sleeve clamping plate (14) is fixed at the top end of the sleeve (3), and a clamping groove (15) is formed in one side of the sleeve clamping plate (14).
7. The superimposed shear wall for buildings according to claim 5, wherein: the inner wall of the sleeve clamping plate (14) is tightly attached to the outer wall of the clamping groove (15), and the sleeve (3) forms a dismounting structure with the clamping groove (15) through the sleeve clamping plate (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921935643.XU CN211007202U (en) | 2019-11-11 | 2019-11-11 | Superimposed shear wall for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921935643.XU CN211007202U (en) | 2019-11-11 | 2019-11-11 | Superimposed shear wall for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211007202U true CN211007202U (en) | 2020-07-14 |
Family
ID=71507823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921935643.XU Expired - Fee Related CN211007202U (en) | 2019-11-11 | 2019-11-11 | Superimposed shear wall for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211007202U (en) |
-
2019
- 2019-11-11 CN CN201921935643.XU patent/CN211007202U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200714 Termination date: 20211111 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |