CN218437810U - Building infilled wall antidetonation structure drilling-free bar planting device - Google Patents
Building infilled wall antidetonation structure drilling-free bar planting device Download PDFInfo
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- CN218437810U CN218437810U CN202222259257.1U CN202222259257U CN218437810U CN 218437810 U CN218437810 U CN 218437810U CN 202222259257 U CN202222259257 U CN 202222259257U CN 218437810 U CN218437810 U CN 218437810U
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- head
- pullover
- reinforcement cage
- steel reinforcement
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Abstract
The utility model provides a building infilled wall antidetonation structure drilling-free bar planting device relates to building technical field, including the steel reinforcement cage, the steel reinforcement cage includes post reinforcing bar and crossbeam post, and is adjacent the array has beta structure between the post reinforcing bar, beta structure includes connecting sleeve head and block pullover, be equipped with movable connecting rod between connecting sleeve head and the block pullover, movable connecting rod's end is equipped with the buckle head, the buckle groove has been seted up to the top surface of block pullover, and the top surface of buckle head offsets with the top surface of block pullover, and the structure of adoption steel reinforcement cage can directly be pre-buried to required position with the reinforcing bar, recycles the concrete and pours, and the mode that need not to drill the bar planting is installed the reinforcing bar, can carry out the ligature with multiunit steel reinforcement cage and assemble, convenient operation, and the steel reinforcement cage utilizes beta structure can make the steel reinforcement cage expand or fold, is convenient for carry the steel reinforcement cage and shifts, makes things convenient for the product to deposit and piles up.
Description
Technical Field
The utility model relates to a building technical field especially relates to a building infilled wall antidetonation structure drilling-free bar planting device.
Background
In the design and construction process of engineering construction of a large number of civil buildings, industrial buildings and the like, after frame construction of main structures such as reinforced concrete columns, shear walls, beams and the like is completed, functional partitions, room partitions, periphery closure and the like in floors are mainly constructed by adopting brick masonry infill walls, the building infill walls are divided into building inner transverse walls, inner longitudinal walls, building outer walls and the like according to construction positions, the building infill walls are all formed by building bricks by mortar, reinforced concrete constructional columns are arranged, wall body tie bars are embedded in the reinforced concrete constructional columns to strengthen anti-seismic stability of the walls, and the existing steel bar members share a drilling bar planting method, a pre-buried steel plate welding anchoring bar planting method and a direct pre-buried anchor bar planting method.
The operation of filling the bar planting to the building is comparatively troublesome now, and inconvenient personnel assemble the steel reinforcement cage, and the speed of bar planting is slow, and the steel reinforcement cage after assembling takes up an area of big, inconvenient personnel's transport.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a building infilled wall anti-seismic structure drilling-free bar planting device.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a building infilled wall antidetonation structure exempts from drilling bar planting device, includes the steel reinforcement cage, the steel reinforcement cage includes post reinforcing bar and crossbeam post, and is adjacent the array has beta structure between the post reinforcing bar, beta structure is including connecting pullover and block pullover, be equipped with movable connecting rod between connecting pullover and the block pullover, movable connecting rod's end is equipped with the buckle head, the buckle groove has been seted up to the top surface of block pullover, and the top surface of buckle head offsets with the top surface of block pullover.
Preferably, the column reinforcements are four, and two ends of the beam column are respectively welded with the surfaces of the column reinforcements.
Preferably, the column reinforcing steel bar is embedded in a through hole in the center of the connecting sleeve head and the clamping sleeve head, and the connecting sleeve head and the clamping sleeve head are welded with the surface of the column reinforcing steel bar.
Preferably, the end of the movable connecting rod is provided with a connecting groove, the connecting sleeve head and the connecting groove are internally provided with rotating rods respectively, and the connecting end of the buckle head is embedded in the connecting groove.
Preferably, the head end of the movable connecting rod and the connecting end of the buckle head are respectively sleeved on the surface of the rotating rod, and the movable connecting rod and the buckle head are movably connected with the rotating rod.
Preferably, the buckle head is matched with the buckle groove, and the buckle head is connected with the top surface of the buckle sleeve head through a bolt.
Advantageous effects
The utility model discloses in, the structure that adopts the steel reinforcement cage can be directly pour the reinforcing bar pre-buried to required position, and the concrete of recycling is pour, and the mode that need not to drill the bar planting is with the steel bar installation, can carry out the ligature with the multiunit steel reinforcement cage and assemble, convenient operation, and the steel reinforcement cage utilizes beta structure to make the steel reinforcement cage expand or fold, is convenient for shift the steel reinforcement cage transport, makes things convenient for the product to deposit and piles up.
Drawings
Fig. 1 is an isometric view of the present invention;
fig. 2 is a perspective view of the present invention;
fig. 3 is a cross-sectional view of the present invention;
fig. 4 is an exploded view of the folding structure of the present invention.
Illustration of the drawings:
1. a reinforcement cage; 101. column reinforcing steel bars; 102. a beam column; 2. a folded configuration; 201. connecting a sleeve head; 202. clamping a sleeve head; 203. a movable connecting rod; 204. connecting grooves; 205. rotating the rod; 206. a buckle head; 207. a snap groove.
Detailed Description
In order to make the technical means, creation features, achievement objects and functions of the present invention easy to understand, the present invention will be further explained below with reference to the following embodiments and the accompanying drawings. Based on the embodiments in the implementation, other embodiments obtained by those skilled in the art without any creative work belong to the protection scope of the present invention.
Specific embodiments of the present invention will be described below with reference to the accompanying drawings.
The specific embodiment is as follows:
referring to fig. 1-4, a drilling-free bar planting device for an earthquake-resistant structure of a building filler wall comprises a bar cage 1, wherein the bar cage 1 comprises four column bars 101 and beam columns 102, the number of the column bars 101 is four, two ends of each beam column 102 are respectively welded with the surfaces of the column bars 101, the bar cage 1 is composed of the column bars 101 and the beam columns 102, the column bars 101 are four bar cages 1 forming a quadrangle, the beam columns 102 are arranged between two adjacent column bars 101, the beam columns 102 are used for connecting the two adjacent column bars 101 and playing a reinforcing role, folding structures 2 are arranged between the adjacent column bars 101, each folding structure 2 comprises a connecting sleeve head 201 and a clamping sleeve head 202, the column bars 101 are embedded in through holes in the centers of the connecting sleeve heads 201 and the clamping sleeve heads 202, the connecting sleeve heads 201 and the clamping sleeve heads 202 are welded with the surfaces of the column bars 101, and folding structures 2 are arranged between two groups of column bars 101 connected by the beam columns 102 in an array manner, the connecting sleeve head 201 and the clamping sleeve head 202 of the folding structure 2 are respectively sleeved on the surface of the column steel bar 101 and are fixed with the column steel bar 101 in a welding mode, a movable connecting rod 203 is arranged between the connecting sleeve head 201 and the clamping sleeve head 202, a clamping head 206 is arranged at the tail end of the movable connecting rod 203, a connecting groove 204 is arranged at the tail end of the movable connecting rod 203, rotating rods 205 are respectively arranged in the connecting sleeve head 201 and the connecting groove 204, the connecting end of the clamping head 206 is embedded in the connecting groove 204, the head end of the movable connecting rod 203 and the connecting end of the clamping head 206 are respectively sleeved on the surface of the rotating rod 205, the movable connecting rod 203 and the clamping head 206 are movably connected with the rotating rods 205, the rotating rods 205 are respectively positioned in the connecting grooves 204 at the tail ends of the connecting sleeve head 201 and the movable connecting rod 203, the head ends of the clamping head 206 and the movable connecting rod 203 are respectively sleeved on the surface of the rotating rods 205, therefore, the worker can rotate the movable connecting rod 203, separate the buckle head 206 from the buckle groove 207 on the top surface of the clamping sleeve head 202, and can fold the column steel bar 101, conveniently store the steel bar cage 1 formed by the column steel bar 101, reduce the floor area of the steel bar cage 1, facilitate the carrying of the worker, the buckle groove 207 is formed on the top surface of the clamping sleeve head 202, the top surface of the buckle head 206 abuts against the top surface of the clamping sleeve head 202, the buckle head 206 is matched with the buckle groove 207, the buckle head 206 is connected with the top surface of the clamping sleeve head 202 through bolts, the rotating rod 205 is moved again to enable the buckle head 206 to be clamped with the buckle groove 207 on the top surface of the clamping sleeve head 202 when the steel bar cage is needed to be used, the bolts are used for fixing and reinforcing to unfold the steel bar cage 1, the formed steel bar cage 1 is moved to the position required to be installed, a plurality of groups of steel bar cages 1 can be assembled, and concrete pouring is carried out without drilling and bar planting, the operation is simple, the worker can assemble the steel bar cage 1 and the worker can assemble the steel bar cage without drilling and the work efficiency is improved.
The utility model discloses a theory of operation: the reinforcement cage 1 is composed of column reinforcements 101 and beam columns 102, the column reinforcements 101 are four reinforcement cages 1 forming a quadrangle, the array between two adjacent column reinforcements 101 is provided with beam columns 102, the adjacent two column reinforcements 101 are connected and play a role of reinforcement by using the beam columns 102, the array is provided with a folding structure 2 between two groups of column reinforcements 101 connected by using the beam columns 102, a connecting sleeve head 201 and a clamping sleeve head 202 of the folding structure 2 are respectively sleeved on the surface of the column reinforcements 101 and are fixed with the column reinforcements 101 in a welding mode, a rotating rod 205 is respectively positioned in a connecting groove 204 at the tail ends of the connecting sleeve head 201 and a movable connecting rod 203, the head ends of the clamping sleeve head 206 and the movable connecting rod 203 are respectively sleeved on the surface of the rotating rod 205, therefore, the worker can rotate the movable connecting rod 203, the clamping sleeve head 206 is separated from a clamping groove 207 on the top surface of the clamping sleeve head 202 so as to fold the column reinforcements 101, the reinforcement cage 1 formed by using the clamping sleeve head 206 and the clamping sleeve head 202 to form a plurality of groups of reinforcing steel bar mounting grooves 202, thereby improving the efficiency of the concrete mounting of the reinforcement cages 1 by using the clamping sleeve head 202.
In the present application, unless expressly stated or limited otherwise, the recitation of a first feature "on" or "under" a second feature may include the recitation of the first and second features being in direct contact, and may also include the recitation of the first and second features not being in direct contact, but being in contact with another feature between them. Also, the first feature "on," "above" and "over" the second feature may include the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only the preferred embodiments of the present invention, and is not intended to limit the present invention, and that there may be various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall within the scope of the present invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a building infilled wall antidetonation structure drilling-free bar planting device, includes steel reinforcement cage (1), its characterized in that: reinforcement cage (1) includes post reinforcing bar (101) and crossbeam post (102), and is adjacent there are beta structure (2) in the array between post reinforcing bar (101), beta structure (2) are including connecting pullover (201) and block pullover (202), be equipped with movable connecting rod (203) between connecting pullover (201) and block pullover (202), the end of movable connecting rod (203) is equipped with buckle head (206), buckle groove (207) have been seted up to the top surface of block pullover (202), and the top surface of buckle head (206) offsets with the top surface of block pullover (202).
2. The building infilled wall earthquake-resistant construction drilling-free bar planting device of claim 1, characterized in that: the number of the column reinforcements (101) is four, and two ends of the beam column (102) are respectively welded with the surfaces of the column reinforcements (101).
3. The drilling-free bar planting device for the earthquake-resistant construction of the building infilled wall as claimed in claim 1, is characterized in that: the column steel bar (101) is embedded in through holes in the centers of the connecting sleeve head (201) and the clamping sleeve head (202), and the connecting sleeve head (201) and the clamping sleeve head (202) are welded with the surface of the column steel bar (101).
4. The drilling-free bar planting device for the earthquake-resistant construction of the building infilled wall as claimed in claim 1, is characterized in that: the tail end of the movable connecting rod (203) is provided with a connecting groove (204), rotating rods (205) are respectively arranged in the connecting sleeve head (201) and the connecting groove (204), and the connecting end of the buckle head (206) is embedded in the connecting groove (204).
5. The drilling-free bar planting device for the earthquake-resistant construction of the building infilled wall as claimed in claim 4, is characterized in that: the head end of the movable connecting rod (203) and the connecting end of the buckle head (206) are respectively sleeved on the surface of the rotating rod (205), and the movable connecting rod (203) and the buckle head (206) are movably connected with the rotating rod (205).
6. The building infilled wall earthquake-resistant construction drilling-free bar planting device of claim 1, characterized in that: the clamping head (206) is matched with the clamping groove (207), and the clamping head (206) is connected with the top surface of the clamping sleeve head (202) through a bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222259257.1U CN218437810U (en) | 2022-08-26 | 2022-08-26 | Building infilled wall antidetonation structure drilling-free bar planting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222259257.1U CN218437810U (en) | 2022-08-26 | 2022-08-26 | Building infilled wall antidetonation structure drilling-free bar planting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218437810U true CN218437810U (en) | 2023-02-03 |
Family
ID=85097701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222259257.1U Active CN218437810U (en) | 2022-08-26 | 2022-08-26 | Building infilled wall antidetonation structure drilling-free bar planting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218437810U (en) |
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2022
- 2022-08-26 CN CN202222259257.1U patent/CN218437810U/en active Active
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