CN217871173U - Shock-proof type frame shear force wall steel frame construction - Google Patents
Shock-proof type frame shear force wall steel frame construction Download PDFInfo
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- CN217871173U CN217871173U CN202222130812.0U CN202222130812U CN217871173U CN 217871173 U CN217871173 U CN 217871173U CN 202222130812 U CN202222130812 U CN 202222130812U CN 217871173 U CN217871173 U CN 217871173U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 22
- 239000010959 steel Substances 0.000 title claims abstract description 22
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 230000008878 coupling Effects 0.000 claims abstract description 10
- 238000010168 coupling process Methods 0.000 claims abstract description 10
- 238000005859 coupling reaction Methods 0.000 claims abstract description 10
- 239000003351 stiffener Substances 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 230000001681 protective effect Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000001771 impaired effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a shock-proof type frame shear force wall steel frame construction, which comprises a fixing plate and i, the last surface mounting of fixed plate has the reinforcement subassembly, locating pin and fixed plate fixed connection, the one end threaded connection that the fixed plate was kept away from to the locating pin has the stiffener, the outer wall rigid coupling of stiffener has the mounting panel, the outer wall rigid coupling of mounting panel has the connecting rod. The utility model relates to a shear force wall technical field, this shock-proof type frame shear force wall steel frame construction, through the locating pin, the stiffener, the cooperation of mounting panel and connecting rod etc. is used, fix the locating pin at the upper surface central point of fixed plate and put, the stiffener threaded connection who will have the mounting panel afterwards is at the outer wall of locating pin, install the frame at the upper surface of fixed plate after that, the outer wall of connecting rod is inserted to the support frame in the frame, pour the concrete in the cavity that two frames are constituteed, and then form the shear force wall, the connecting rod extends to outside the wall body, the connection of the outside work piece of being convenient for.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a shock-proof type frame shear force wall steel frame construction.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and prevents the structure from being sheared (sheared) and damaged. Also known as seismic wall, is generally made of reinforced concrete and is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. It is well known to those skilled in the art to add seismic steel frame construction to shear walls.
For example, application numbers are: CN201621350118.8 is a shock-proof type frame shear wall structure, and this shock-proof type steel frame structure steel frame post and steel frame roof beam junction consume energy for the steel sheet, bear the weight of the plastic hinge point, and set up the buckling prevention steel sheet wall, improved the whole anti-seismic performance of structure.
However, in an actual use process of the existing shock-absorption type frame shear wall steel frame structure, when an external device is installed on the outer wall of the shear wall, the shear wall needs to be punched to install embedded parts, the internal structure of the wall body can be damaged due to punching, the shock-proof effect of the wall body is affected, and then the connection between the external device and the wall body is affected.
SUMMERY OF THE UTILITY MODEL
The utility model provides a not enough to prior art, the utility model provides a shock-proof type frame shear force wall steel frame construction has solved current shock-proof type frame shear force wall steel frame construction, and in the in-service use, when installing external device at the outer wall of shear force wall, need punch the installation built-in fitting in the shear force wall, punch and can destroy the inner structure of wall body, influence the antidetonation effect of wall body, and then influence the problem of being connected of external device and wall body.
In order to achieve the above object, the utility model provides a following technical scheme: a shock-absorbing frame shear wall steel frame structure comprises a fixed plate, wherein a reinforcing component is arranged on the upper surface of the fixed plate;
the reinforcing assembly comprises a positioning pin, a reinforcing rod, a mounting plate and a connecting rod;
locating pin and fixed plate fixed connection, the one end threaded connection that the fixed plate was kept away from to the locating pin has the stiffener, the outer wall rigid coupling of stiffener has the mounting panel, the outer wall rigid coupling of mounting panel has the connecting rod.
Preferably, the upper surface of the fixing plate is provided with a frame, a support frame is fixedly connected to the inside of the frame, and the support frame is connected with the connecting rod in a sleeved mode.
Preferably, a connecting component is arranged inside the frame;
the connecting assembly comprises a threaded pin, a nut and a cross rod;
the frame is characterized in that a threaded pin is sleeved inside the frame, one end of the threaded pin is connected with a nut in a threaded mode, and the other end of the threaded pin is fixedly connected with a cross rod.
Preferably, the upper surface of the fixing plate is provided with a protective edge assembly;
the edge protection assembly comprises a right-angle plate, a base plate and a fixing pin;
the bottom rigid coupling of right angle board has the backing plate, the fixed pin has been cup jointed to the inside of backing plate, fixed pin and fixed plate threaded connection.
Preferably, the inside of the right-angle plate is processed with grinding lines.
Compared with the prior art, the beneficial effects of the utility model are that: this shock-proof type frame shear force wall steel frame construction for traditional technology, has following advantage:
the positioning pin is fixed at the center of the upper surface of the fixing plate through the matching use of the positioning pin, the reinforcing rod, the mounting plate, the connecting rod and the like, then the reinforcing rod with the mounting plate is connected to the outer wall of the positioning pin in a threaded manner, the frames are mounted on the upper surface of the fixing plate, the supporting frame in each frame is inserted into the outer wall of the connecting rod, concrete is poured into a cavity formed by the two frames, so that a shear wall is formed, and the connecting rod extends out of the wall body to facilitate the connection of external workpieces;
the cooperation through rectangular plate, backing plate and fixed pin etc. is used, places the one end that the rectangular plate drove the backing plate on the fixed plate, uses the fixed pin to run through the backing plate and is connected with the fixed plate, and then is connected rectangular plate and fixed plate, and after the shaping of shear force wall, four rectangular plates are located the four corners of shear force wall, prevent that the shear force wall is impaired.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the connection structure of the fixing plate, the positioning pin and the reinforcing rod in FIG. 1;
FIG. 3 is a schematic view of the connection structure of the frame, the cross bar and the threaded pin of FIG. 1;
FIG. 4 is a schematic view showing a connection structure of the rectangular plate, the backing plate and the fixing pin in FIG. 1.
In the figure: 1. fixed plate, 2, reinforcement component, 201, locating pin, 202, stiffener, 203, mounting panel, 204, connecting rod, 3, frame, 4, support frame, 5, coupling assembling, 501, threaded pin, 502, nut, 503, horizontal pole, 6, safe edge subassembly, 601, right-angle plate, 602, backing plate, 603, fixed pin.
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.
As can be seen from fig. 1 and 2, the shock-absorbing type frame shear wall steel frame structure comprises a fixing plate 1, a reinforcing component 2 is mounted on the upper surface of the fixing plate 1, the reinforcing component 2 comprises a positioning pin 201, a reinforcing rod 202, a mounting plate 203 and a connecting rod 204, the positioning pin 201 is fixedly connected with the fixing plate 1, one end of the positioning pin 201, which is far away from the fixing plate 1, is in threaded connection with the reinforcing rod 202, the mounting plate 203 is fixedly connected to the outer wall of the reinforcing rod 202, and the connecting rod 204 is fixedly connected to the outer wall of the mounting plate 203;
in the specific implementation process, it is worth pointing out that the positioning pin 201 is located at the center of the fixing plate 1, threads are machined in the reinforcing rod 202, the mounting plate 203 is located on the outer wall of the reinforcing rod 202, the connecting rod 204 and the reinforcing rod 202 are vertically arranged, and the connecting rod 204 can penetrate through the wall of the shear wall, so that the later-stage workpiece installation is facilitated;
further, the upper surface of the fixing plate 1 is provided with a frame 3, a support frame 4 is fixedly connected inside the frame 3, and the support frame 4 is connected with the connecting rod 204 in a sleeved manner;
in the specific implementation process, it is worth pointing out that two frames 3 are mounted on the upper surface of the fixing plate 1, a support frame 4 is fixedly connected inside the frames 3, through holes are processed inside the support frame 4, the two frames 3 are arranged to form a framework of the shear wall, and the frames 3 arranged in parallel increase the strength of the shear wall;
specifically, fix locating pin 201 in the upper surface central point of fixed plate 1, later with the stiffener 202 threaded connection who has mounting panel 203 at the outer wall of locating pin 201, install frame 3 at the upper surface of fixed plate 1, support frame 4 in the frame 3 inserts the outer wall of connecting rod 204, pours concrete in the cavity that two frames 3 are constituteed, and then forms the shear force wall, and connecting rod 204 extends outside the wall, the connection of the outside work piece of being convenient for.
As can be seen from fig. 1, 3 and 4, a connecting assembly 5 is installed inside the frame 3, the connecting assembly 5 includes a threaded pin 501, a nut 502 and a cross bar 503, the threaded pin 501 is sleeved inside the frame 3, one end of the threaded pin 501 is in threaded connection with the nut 502, and the other end of the threaded pin 501 is fixedly connected with the cross bar 503;
in the specific implementation process, it is worth pointing out that two threaded pins 501 are fixedly connected to the outer wall of the cross rod 503, the threaded pins 501 are inserted into the through holes of the frame 3, the threaded pins 501 are connected with the frame 3 through nuts 502, and the cross rod 503 is used for connecting four corners of adjacent frames 3 to ensure the connection strength;
further, an edge protection assembly 6 is mounted on the upper surface of the fixing plate 1, the edge protection assembly 6 comprises a right-angle plate 601, a base plate 602 and a fixing pin 603, the base plate 602 is fixedly connected to the bottom of the right-angle plate 601, the fixing pin 603 is sleeved inside the base plate 602, and the fixing pin 603 is in threaded connection with the fixing plate 1;
in the specific implementation process, it is worth noting that four right-angle plates 601 are mounted on the upper surface of the fixing plate 1, a backing plate 602 is fixedly connected to the bottom end of each right-angle plate 601, threads are machined on the outer wall of a fixing pin 603, and the fixing pins 603 are used for fixing the right-angle plates 601 on the upper surface of the fixing plate 1;
furthermore, grinding grains are machined in the right-angle plate 601;
in the specific implementation process, it is worth particularly pointing out that grinding lines are processed inside the right-angle plate 601 to ensure the connection strength between the concrete and the right-angle plate 601;
specifically, on the basis of above-mentioned embodiment, install two support frames 4 behind the outer wall of connecting rod 204, insert two frames 3 respectively with the threaded pin 501 at horizontal pole 503 both ends, use nut 502 with threaded pin 501 and frame 3 fixed connection, and then can pour the concrete in the skeleton that frame 3 is constituteed, place the one end that rectangular plate 601 drove backing plate 602 on fixed plate 1, it is connected with fixed plate 1 to run through backing plate 602 with fixed pin 603, and then be connected rectangular plate 601 and fixed plate 1, after the shear force wall shaping, four rectangular plates 601 are located the four corners of shear force wall, prevent that the shear force wall is impaired.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element 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.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; the terms may be directly connected or indirectly connected through an intermediate medium, and may be used for communicating the inside of two elements or for interacting with each other, unless otherwise specifically defined, and the specific meaning of the terms in the present invention will be understood by those skilled in the art according to the specific circumstances.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various 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 (5)
1. The utility model provides a shock-proof type frame shear force wall steel frame construction, includes fixed plate (1), its characterized in that: a reinforcing component (2) is arranged on the upper surface of the fixing plate (1);
the reinforcing component (2) comprises a positioning pin (201), a reinforcing rod (202), a mounting plate (203) and a connecting rod (204);
locating pin (201) and fixed plate (1) fixed connection, the one end threaded connection that fixed plate (1) was kept away from in locating pin (201) has stiffener (202), the outer wall rigid coupling of stiffener (202) has mounting panel (203), the outer wall rigid coupling of mounting panel (203) has connecting rod (204).
2. The shock-absorbing type frame shear wall steel frame structure according to claim 1, wherein: the upper surface mounting of fixed plate (1) has frame (3), the inside rigid coupling of frame (3) has support frame (4), support frame (4) and connecting rod (204) cup joint and link to each other.
3. The shock-absorbing type frame shear wall steel frame structure according to claim 2, wherein: a connecting component (5) is arranged inside the frame (3);
the connecting assembly (5) comprises a threaded pin (501), a nut (502) and a cross bar (503);
the frame (3) is sleeved with a threaded pin (501), one end of the threaded pin (501) is connected with a nut (502) in a threaded mode, and the other end of the threaded pin (501) is fixedly connected with a cross rod (503).
4. The shock-absorbing type frame shear wall steel frame structure according to claim 1, wherein: the upper surface of the fixed plate (1) is provided with a protective edge assembly (6);
the edge protection assembly (6) comprises a right-angle plate (601), a backing plate (602) and a fixing pin (603);
the bottom rigid coupling of right-angle board (601) has backing plate (602), fixed pin (603) have been cup jointed to the inside of backing plate (602), fixed pin (603) and fixed plate (1) threaded connection.
5. The shock-absorbing type frame shear wall steel frame structure according to claim 4, wherein: the inside of the right-angle plate (601) is processed with grinding lines.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222130812.0U CN217871173U (en) | 2022-08-12 | 2022-08-12 | Shock-proof type frame shear force wall steel frame construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222130812.0U CN217871173U (en) | 2022-08-12 | 2022-08-12 | Shock-proof type frame shear force wall steel frame construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217871173U true CN217871173U (en) | 2022-11-22 |
Family
ID=84077357
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222130812.0U Expired - Fee Related CN217871173U (en) | 2022-08-12 | 2022-08-12 | Shock-proof type frame shear force wall steel frame construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217871173U (en) |
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2022
- 2022-08-12 CN CN202222130812.0U patent/CN217871173U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221122 |