CN213204094U - Simple to operate's steel reinforcement cage - Google Patents
Simple to operate's steel reinforcement cage Download PDFInfo
- Publication number
- CN213204094U CN213204094U CN202022019522.XU CN202022019522U CN213204094U CN 213204094 U CN213204094 U CN 213204094U CN 202022019522 U CN202022019522 U CN 202022019522U CN 213204094 U CN213204094 U CN 213204094U
- Authority
- CN
- China
- Prior art keywords
- main muscle
- reinforcement cage
- length direction
- reinforcing
- sleeve
- 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
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a simple to operate's steel reinforcement cage, be the main muscle that ring shape set up and along the annular stirrup that sets up in a plurality of main muscle outsides including many, annular stirrup is equipped with a plurality ofly, a plurality of along the length direction interval of main muscle the inboard of main muscle is equipped with the reinforcement subassembly, the reinforcement subassembly is including consolidating a section of thick bamboo and setting up a plurality of opening covers at reinforcement section of thick bamboo circumference lateral wall, the opening cover is the ring form setting, every main muscle length direction all is equipped with the external screw thread with one end, every equal threaded connection has stop sleeve on the external screw thread. This application has reduction in production cost, improves the effect of efficiency of construction.
Description
Technical Field
The application relates to the technical field of building construction components, in particular to a steel reinforcement cage convenient to install.
Background
With the rapid and comprehensive development of Chinese capital construction, the reinforcement cage is widely applied as an important component of a building construction member. During construction of bridges and culverts or high-rise buildings, a ground foundation is required to be piled, specifically, a machine is used for punching or water grinding is used for drilling, the hole depth reaches the design requirement, then a reinforcement cage is placed in a pile hole, and finally concrete pouring is carried out.
The structure of the steel reinforcement cage among the prior art is that a plurality of main muscle that have certain length are circular array and arrange, is equipped with a plurality of annular stirrups at the lateral wall of the cylinder that main muscle is constituteed, and annular stirrups is equipped with a plurality ofly along the length direction interval of main muscle. But this kind of steel reinforcement cage's stability is relatively poor, and the whole shortcomings such as deformation of steel reinforcement cage appear very easily in processes such as construction hoist and mount, transportation and laying, and then influence final construction shaping quality.
At present, related patents are improved, for example, a Chinese utility model patent with an authorization publication number of CN207567758U discloses a reinforcement cage used during pile foundation construction. Mainly be yielding when using during for solving current pile foundation construction steel reinforcement cage hoist and mount, easily collapse when pouring the concrete problem design. It includes the vertical main muscle of arranging into the tube-shape of a plurality of, and the stirrup of arranging about a plurality of ways is located the outside of main muscle with the stirrup that these main muscle welding are in the same place, still includes the reinforcement stirrup of arranging about a plurality of ways, and the inboard of the main muscle that the reinforcement stirrup of arranging about a plurality of ways was established, and the main muscle welding that a plurality of way reinforcement stirrup and was in the same place, at inside triangle-shaped reinforcing bar who establishes a plurality of and arrange from top to bottom of reinforcement stirrup, triangle-shaped reinforcing bar welding is on the reinforcement stirrup. The advantages are that the hoisting is not easy to deform and collapse when concrete is poured.
When the reinforcement cage is processed, each reinforcement cage needs to be welded with the reinforcement stirrup, and the reinforcement reinforcements arranged in a triangular shape need to be welded inside the reinforcement stirrup, so that on one hand, the material consumption of the reinforcement cage is increased, and the economic cost is increased; moreover, more production steps are added in the production process of the reinforcement cage, so that the production efficiency is lower.
Aiming at the related technologies, the inventor thinks that the reinforcement cage has the defects of high production and economic cost and low processing efficiency.
SUMMERY OF THE UTILITY MODEL
In order to improve steel reinforcement cage stability, reduction in production cost improves steel reinforcement cage's production efficiency, this application provides a simple to operate's steel reinforcement cage.
The application provides a pair of simple to operate's steel reinforcement cage adopts following technical scheme:
a reinforcement cage convenient to install comprises a plurality of main reinforcements which are vertically arranged in a circular ring shape and annular stirrups which surround the outer sides of the main reinforcements, wherein the annular stirrups are arranged at intervals along the length direction of the main reinforcements; consolidate the equal length direction who is parallel to main muscle of length direction of a section of thick bamboo and opening cover, the opening cover corresponds main muscle and is equipped with a plurality ofly, the opening cover is towards the mutual butt of the side of main muscle and the circumference lateral wall of main muscle, every the top of opening cover all is equipped with limit sleeve, limit sleeve slides the cover and establishes the lateral wall at main muscle, limit sleeve's bottom and annular stirrup butt.
By adopting the technical scheme, in the hoisting process, the reinforcing cylinder is positioned in the reinforcement cage, the opening sleeve is correspondingly abutted against the outer side wall of the main reinforcement, so that the reinforcement cage is well stabilized in the construction process, the reinforcement cage is well kept stable in the hoisting process in site construction, and the reinforcing assembly is supported on the annular stirrup by the limiting sleeve according to the self weight; after placing into the deep hole completely at the steel reinforcement cage, can take out reinforcing component in the steel reinforcement cage to the lifting, reinforcing component can carry out reuse when other steel reinforcement cage hoist and mount construction after dismantling, and this kind of steel reinforcement cage's overall structure does not take place great change, and manufacturing cost is lower, and production efficiency is higher to after later stage concrete shaping, the wholeness is stronger, has improved the shaping effect of the pile body.
Optionally, each main rib is located the top of spacing sleeve and all is equipped with the external screw thread, threaded connection has fastening sleeve on the external screw thread.
Through adopting above-mentioned technical scheme, when hoist and mount, removal steel reinforcement cage, reduced the displacement of consolidating a section of thick bamboo along self axis for consolidate the inside of the more stable main muscle of connection of subassembly, further improved the stability of hoist and mount process, improved the security of production.
Optionally, the inside of consolidating the section of thick bamboo is equipped with a plurality of strengthening ribs, strengthening rib length direction's both ends are fixed connection respectively at the inside wall of consolidating a section of thick bamboo.
Through adopting above-mentioned technical scheme, the strengthening rib has further improved the intensity of consolidating a section of thick bamboo, and then has improved the steadiness of consolidating a section of thick bamboo to the whole support of steel reinforcement cage, and then has reduced steel reinforcement cage's deformation, finally improves placing the shaping quality of steel reinforcement cage.
Optionally, the reinforcing ribs are arranged in a triangular shape.
Through adopting above-mentioned technical scheme, triangular structure is more stable to further improve the stability of consolidating a section of thick bamboo, further reduced the deformation of steel reinforcement cage.
Optionally, even power board all is equipped with at strengthening rib length direction's both ends, even power board is established to the arc, even power board sets up with the inside wall laminating of consolidating a section of thick bamboo.
Through adopting above-mentioned technical scheme, improved the area of contact between strengthening rib and the reinforcement section of thick bamboo inside wall to improved the strengthening rib to the supporting role of consolidating a section of thick bamboo, avoided consolidating the condition that stress concentration appears in the contact position of a section of thick bamboo and strengthening rib, improved the stability of support.
Optionally, the length direction of the uniform force plate is parallel to the length direction of the main rib, and the uniform force plate is arranged corresponding to the main rib.
Through adopting above-mentioned technical scheme, because the position atress of consolidating a section of thick bamboo and main muscle direct contact is stronger, even power board corresponds the main muscle setting, has effectively improved the bulk strength who consolidates a section of thick bamboo under the prerequisite that increases the quality of less reinforcement section of thick bamboo to make a more stable long-term formation supporting role to the steel reinforcement cage of consolidating, improved the life who consolidates a section of thick bamboo.
Optionally, the top end of each fastening sleeve is provided with a tip.
Through adopting above-mentioned technical scheme, made things convenient for the staff to screw the operation when fastening the sleeve on the one hand, on the other hand when lifting by crane the steel reinforcement cage, can hang the dress with wire rope and hang the dress on a plurality of end when annular stirrup for the end is as supplementary stress point, has reduced the atress of annular stirrup, has improved the security of construction.
Optionally, each inner side wall of the opening sleeve is provided with a plurality of ball grooves, and each ball groove is internally provided with a ball in a rolling manner.
Through adopting above-mentioned technical scheme, when placing the reinforcement assembly at the steel reinforcement cage, the sliding friction of the production between opening cover and the reinforcing bar is turned into rotational friction with the ball, and the smoothness nature when having improved the installation of reinforcement assembly has improved the efficiency of construction.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the reinforcing assembly is arranged in the main reinforcement and can be conveniently detached, so that the deformation amount of the reinforcement cage is reduced when the reinforcement cage is integrally hoisted, the stability of the reinforcement cage during hoisting is improved, meanwhile, the structure of the reinforcement cage is not increased, the production cost of the reinforcement cage is lower, the production efficiency is higher, and the actual production is more facilitated;
2. the reinforcing ribs and the uniform force plates are arranged on the inner side wall of the reinforcing cylinder, so that the strength of the reinforcing cylinder is effectively improved, the stability of the support of the reinforcing cylinder is improved, the deformation of the reinforcing cylinder is further reduced, and the forming quality of the reinforcing cage in the hoisting and transporting process and the final placement process is improved;
3. the end part of the main reinforcement, which is located on the limiting sleeve, is provided with the external thread, and the external thread is connected with the fastening sleeve in a threaded manner, so that the movement of the reinforcing cylinder along the length direction of the main reinforcement is reduced, the stability of the reinforcing cylinder is further improved, and the supporting effect of the reinforcing cylinder on a reinforcement cage is ensured.
Drawings
FIG. 1 is a schematic view of the overall construction of a reinforcement cage;
FIG. 2 is a schematic view primarily intended to show the fastening sleeve connection;
FIG. 3 is a cross-sectional view of the reinforcement cage along its horizontal plane;
fig. 4 is a partially enlarged view of a portion a in fig. 3.
Description of reference numerals: 1. a main rib; 2. a ring-shaped stirrup; 3. a reinforcement assembly; 31. a reinforcement cylinder; 32. opening the sleeve; 4. a limiting sleeve; 5. an external thread; 6. fastening the sleeve; 7. reinforcing ribs; 8. a force-balancing board; 9. a tip; 10. and a ball.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
Referring to fig. 1, a reinforcement cage convenient to install is disclosed for the embodiment of the present application. This steel reinforcement cage includes that many are the vertical main muscle 1 that sets up of ring form and welding around the annular stirrup 2 in many main muscle 1 outsides.
Referring to fig. 1, a reinforcing member 3 is further included for reinforcement, which is provided inside the plurality of main beads 1. The reinforcing component 3 comprises a reinforcing cylinder 31 and an opening sleeve 32, wherein the reinforcing cylinder 31 is vertically arranged, the opening sleeve 32 is fixedly connected to the outer side wall of the circumference of the reinforcing cylinder 31, the opening sleeve 32 is annularly arranged along the circumferential direction of the reinforcing cylinder 31 and is provided with a plurality of openings, the number of the opening sleeve 32 is matched with the number of the main ribs 1, the opening direction of the opening sleeve 32 deviates from the setting of the reinforcing cylinder 31, the length directions of the reinforcing cylinder 31 and the opening sleeve 32 are all parallel to the length direction of the main ribs 1, and the side of the opening sleeve 32 facing the main ribs 1 is abutted to the circumferential side wall. The top end of each opening sleeve 32 is integrally connected with a limiting sleeve 4, and the limiting sleeve 4 is slidably sleeved on the outer side wall of the main rib 1. When the reinforcing sleeve is used, the reinforcing cylinder 31 is vertically placed into the main reinforcement 1 and the annular stirrup 2, and the opening sleeve 32 slides along the length direction of the main reinforcement 1 until the bottom end of the limiting sleeve 4 is abutted to the annular stirrup 2 on the uppermost layer.
Referring to fig. 2, each main rib 1 is provided with an external thread 5 on the top end of the limiting sleeve 4, the external thread 5 is connected with a fastening sleeve 6 in a threaded manner, and the top end of the fastening sleeve 6 is provided with an end head 9. When hoisting and moving the reinforcement cage, the displacement of the reinforcing cylinder 31 along the axis of the reinforcing cylinder is reduced, so that the reinforcing cylinder 31 is more stable inside the main connecting rib 1, and the stability of the hoisting process is further improved. The end head 9 is convenient for an operator to rotate the fastening sleeve 6 and for the installation of a lifting appliance.
Referring to fig. 2 and 3, the reinforcing cylinder 31 is provided with a plurality of reinforcing ribs 7 inside, the two ends of the reinforcing ribs 7 in the length direction are respectively fixedly connected to the inner side wall of the reinforcing cylinder 31, the reinforcing ribs 7 are provided with a plurality of layers in parallel from top to bottom, each layer of reinforcing ribs 7 is provided with three reinforcing ribs, and the three reinforcing ribs 7 are arranged in a triangular manner. Even power board 8 has all been welded at 7 length direction's of strengthening rib both ends, and even power board 8 establishes to the arc, and even power board 8 sets up with the inside wall laminating welding of reinforcing a section of thick bamboo 31. The length direction of the uniform force plate 8 is parallel to the length direction of the reinforcing cylinder 31, the length of the uniform force plate 8 is equal to the length of the reinforcing cylinder 31, and three uniform force plates 8 are arranged corresponding to three of the main ribs 1.
Referring to fig. 3 and 4, the inner side wall of each open pocket 32 is provided with a plurality of ball 10 grooves, and each ball 10 groove is provided with a ball 10 in a rolling manner. When placing reinforcement assembly 3 at the steel reinforcement cage, ball 10 turns into the rotational friction with the sliding friction of production between opening cover 32 and the reinforcing bar, has improved the smoothness nature when reinforcing assembly 3 installs, has improved the efficiency of construction
The implementation principle of the reinforcement cage of the embodiment of the application is as follows: during the use, will consolidate a section of thick bamboo 31 and place in main muscle 1 along the length direction of main muscle 1 for opening cover 32 aligns the main muscle 1 that corresponds and slides, supports tightly on the annular stirrup 2 of the superiors up to the bottom of stop sleeve 4, then screws fastening sleeve 6 on the external screw thread 5 that corresponds. Then, hanging the lifting appliance on the annular stirrups 2 and the end heads 9, lifting the steel reinforcement cage by using the lifting appliance, and placing the steel reinforcement cage in the pit. After the reinforcing component is completely placed, the fastening sleeve 6 is unscrewed, and the reinforcing component 3 is integrally hoisted out of the pile hole by using the hoisting tool so as to be used next time.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a simple to operate's steel reinforcement cage, includes that many are main muscle (1) of the vertical setting of circle ring shape and around setting up annular stirrup (2) in many main muscle (1) outsides, annular stirrup (2) are equipped with a plurality ofly, its characterized in that along the length direction interval of main muscle (1): a reinforcing component (3) is arranged on the inner side of the main ribs (1), and the reinforcing component (3) comprises a reinforcing cylinder (31) which is vertically arranged and a plurality of opening sleeves (32) which are arranged on the circumferential outer side wall of the reinforcing cylinder (31); consolidate the length direction of the equal parallel main muscle (1) of length direction of a section of thick bamboo (31) and opening cover (32), opening cover (32) correspond main muscle (1) and are equipped with a plurality ofly, opening cover (32) are towards the side of main muscle (1) and the mutual butt of main muscle (1) circumference lateral wall, every the top of opening cover (32) all is equipped with stop sleeve (4), stop sleeve (4) slip cap is established at the lateral wall of main muscle (1), the bottom and the annular stirrup (2) butt of stop sleeve (4).
2. An easily installed reinforcement cage according to claim 1, wherein: every main muscle (1) is located the top of spacing sleeve (4) and all is equipped with external screw thread (5), threaded connection has fastening sleeve (6) on external screw thread (5).
3. An easily installed reinforcement cage according to claim 1, wherein: the inside of consolidating a section of thick bamboo (31) is equipped with a plurality of strengthening ribs (7), strengthening rib (7) length direction's both ends are fixed connection respectively at the inside wall of consolidating a section of thick bamboo (31).
4. A reinforcement cage for ease of installation according to claim 3, wherein: the reinforcing ribs (7) are arranged in a triangular shape.
5. An easily installed reinforcement cage according to claim 4, wherein: the reinforcing rib (7) length direction's both ends all are equipped with even power board (8), even power board (8) are established to the arc, even power board (8) set up with the inside wall laminating of consolidating a section of thick bamboo (31).
6. An easily installed reinforcement cage according to claim 5, wherein: the length direction of even power board (8) is parallel to the length direction of main muscle (1), even power board (8) correspond main muscle (1) and set up.
7. An easily installed reinforcement cage according to claim 2, wherein: the top end of each fastening sleeve (6) is provided with a head (9).
8. An easily installed reinforcement cage according to claim 1, wherein: the inner side wall of each opening sleeve (32) is provided with a plurality of ball (10) grooves, and each ball (10) groove is internally provided with a ball (10) in a rolling manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022019522.XU CN213204094U (en) | 2020-09-15 | 2020-09-15 | Simple to operate's steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022019522.XU CN213204094U (en) | 2020-09-15 | 2020-09-15 | Simple to operate's steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213204094U true CN213204094U (en) | 2021-05-14 |
Family
ID=75820660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022019522.XU Active CN213204094U (en) | 2020-09-15 | 2020-09-15 | Simple to operate's steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213204094U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113638548A (en) * | 2021-07-13 | 2021-11-12 | 中铁二十四局集团有限公司 | Construction steel reinforcement cage hoist and mount reinforced structure |
-
2020
- 2020-09-15 CN CN202022019522.XU patent/CN213204094U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113638548A (en) * | 2021-07-13 | 2021-11-12 | 中铁二十四局集团有限公司 | Construction steel reinforcement cage hoist and mount reinforced structure |
| CN113638548B (en) * | 2021-07-13 | 2022-06-24 | 中铁二十四局集团有限公司 | Construction steel reinforcement cage hoist and mount reinforced structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202467191U (en) | Hydraulic slip form device used for construction of circular reinforced concrete chimney wall | |
| CN102070071A (en) | Steel reinforcement cage hoisting method | |
| CN110685433A (en) | Chimney construction device and construction method applying hydraulic lifting and rollover technology | |
| CN106400764A (en) | Assembled offshore single-pile foundation construction platform and construction process thereof | |
| CN102328881A (en) | One-time hoisting device and method for ultra-large reinforcement cage | |
| CN213204094U (en) | Simple to operate's steel reinforcement cage | |
| CN210048319U (en) | Traction type construction elevator with foldable top beam | |
| CN201907917U (en) | Steel-reinforcement cage hanger | |
| CN112249876A (en) | An installation platform and installation method for large-tonnage prefabricated pipe piles | |
| CN108277817B (en) | Construction method of high-pile bearing platform tower crane foundation reinforcing structure | |
| CN214245717U (en) | Hydraulic pile gripper | |
| CN214994080U (en) | Electric lifting movable mould frame for large-diameter working well | |
| CN211369474U (en) | Elevator well head design operation platform | |
| CN214401746U (en) | Reverse construction method one-column one-pile construction structure | |
| CN212294630U (en) | Prefabricated assembly tubular pile convenient to hoist and mount and concatenation | |
| CN205590168U (en) | Overturning lifting device | |
| CN213202066U (en) | Hoist is used to precast concrete section of thick bamboo | |
| CN202689531U (en) | Flexible and retractable climbing shuttering system for single-cylinder-body structure | |
| CN210103313U (en) | Unilateral hanging equipment applied to worm gear reducer | |
| CN208267095U (en) | A kind of drum steel structure column | |
| CN202441269U (en) | Offshore drilling tower | |
| CN214192252U (en) | Large-scale cast iron pipe hoisting device | |
| CN205500609U (en) | Stage machine installation is put with ring hoist and mount | |
| CN213679457U (en) | A mounting platform for large-tonnage precast tubular pile | |
| CN201567799U (en) | Prestressed reinforcement pre-tensioning part tension withdrawing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |