CN201835441U - Reinforcement cage framework structure for production of concrete pile - Google Patents
Reinforcement cage framework structure for production of concrete pile Download PDFInfo
- Publication number
- CN201835441U CN201835441U CN2010202332846U CN201020233284U CN201835441U CN 201835441 U CN201835441 U CN 201835441U CN 2010202332846 U CN2010202332846 U CN 2010202332846U CN 201020233284 U CN201020233284 U CN 201020233284U CN 201835441 U CN201835441 U CN 201835441U
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- reinforcement
- concrete pile
- cage
- skeleton structure
- reinforcement cage
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Abstract
The utility model discloses a reinforcement cage framework structure for the production of a concrete pile, which comprises a spiral reinforcement, a plurality of auxiliary reinforcements are evenly welded on the spiral reinforcement, the spiral reinforcement and the auxiliary reinforcements are formed into a reinforcement cage, a plurality of independent main reinforcements are arranged in the reinforcement cage, and both ends of each main reinforcement can be respectively fixed on fixed plates on both ends of the round concrete pile. The purpose of the utility model is to solve the defects of the prior art and provide the reinforcement cage framework structure which has the advantages that: the structure is simple, the reinforcement framework cannot be injured before use, construction is convenient, and both quality and safety are reliable.
Description
Technical field
The utility model relates to a kind of reinforcement cage skeleton structure that concrete pile is used of producing.
Background technology
Along with the raising of the significance level of modern building and the continuous increase of building height, supporting capacity to ground is had higher requirement, natural ground can not well be born the load that upper building transmits, and the various pile foundation materials that use ready mix concrete to produce are done the foundation pile of ground, and many engineerings also need be considered the effect of vertical tension load when bearing the vertical compression load.More existing in recent years engineerings can not satisfy the needs of architectural design in design, one of reason is bigger at the stress loss of cage of reinforcement, as when designing stretching force, the damage of reinforcing bar when considering stress because of welding, with reinforcing cage end face different in size, the whole out-of-flatness of bundle reinforcing bar, when reinforcing cage is installed than heaviness etc.
The utility model content
The purpose of this utility model is in order to overcome weak point of the prior art, to provide a kind of simple in structure, and cage of reinforcement is injury-free before use, and easy construction, quality and safety are all produced the reinforcement cage skeleton structure that concrete pile is used reliably.
In order to achieve the above object, the utility model adopts following scheme:
A kind ofly produce the reinforcement cage skeleton structure that concrete pile is used, comprise a spiral reinforcement, uniformly on described spiral reinforcement be welded with many auxiliary reinforcements, described spiral reinforcement and auxiliary reinforcement form reinforcing cage, be provided with many independently main reinforcements in described reinforcing cage, described main reinforcement two ends can be separately fixed on the fixed head at circular concrete pile two ends.
Aforesaid a kind of reinforcement cage skeleton structure that concrete pile is used of producing is characterized in that its length of described auxiliary reinforcement is littler than the length of main reinforcement.
Aforesaid a kind of reinforcement cage skeleton structure that concrete pile is used of producing is characterized in that described main reinforcement two ends stretch out described reinforcing cage two ends.
Aforesaid a kind of reinforcement cage skeleton structure that concrete pile is used of producing is characterized in that described fixed head is a circular end plate, and described circular end plate comprises the end plate body, is provided with heavy muscle hole on described end plate body.
Aforesaid a kind of reinforcement cage skeleton structure that concrete pile is used of producing is characterized in that being respectively equipped with a head bigger than main reinforcement diameter on described main reinforcement two ends, described head is provided with on the described heavy muscle hole.
Aforesaid reinforcing cage, its main reinforcement, spiral reinforcement should meet the size of corresponding drawing or relevant design requirement;
Aforesaid reinforcing cage, the performance of its main reinforcement should meet corresponding standard or standard, as when producing the stake of concrete pile side, should possess the property of steaming and rammer property;
Aforesaid reinforcing cage, its spiral reinforcement performance should meet corresponding standard or standard, as when producing the stake of concrete pile side, should possess solderability;
Aforesaid reinforcing cage cuts into the hand-drawn wire of part equivalent diameter and is shorter than main reinforcement slightly, as interim main reinforcement;
Aforesaid reinforcing cage, its spiral reinforcement are to be wrapped on the winding roll before welding;
Aforesaid reinforcing cage is welded on spiral reinforcement on the interim main reinforcement, forms a reinforcing cage;
Aforesaid reinforcing cage, the DP value of its fixed head should conform to the DP value of reinforcing cage;
Aforesaid reinforcing cage, the performance of its fixed head and size should meet corresponding standard or standard;
In sum, the utility model with respect to its beneficial effect of prior art is:
1, reduced the damage of real main reinforcement when welding in the utility model reinforcement cage skeleton structure, thereby made main reinforcement even when stressed, can not cause the main reinforcement fracture because of the damage of welding;
2, because main reinforcement is not direct and the spiral reinforcement welding, when stretch-draw, there is not the loose existing picture of reinforcing cage, ensured the integrality of reinforcing cage, guaranteed that the transmission of stress is even, make the pile foundation material when construction, be not easy to destroy, further obtained guarantee its application life.
3, because real main reinforcement just penetrates when mounted, reduced when welding and worn the muscle time, improved production efficiency.
4, reduce weight when mounted, thereby reduced working strength of workers.
5, main reinforcement penetrates after the reinforcing cage moulding, quality problems such as end slope, the main reinforcement that equipment or human factor cause when having stopped welding is different in size, reinforcing cage distortion.Guarantee the integral end surface evenness of pile foundation material, solved the eccentric force problem of pile foundation material.
Description of drawings
Fig. 1 is a schematic perspective view of the present utility model;
Fig. 2 is the schematic diagram of main reinforcement;
Fig. 3 is the schematic diagram of reinforcing cage.
The specific embodiment
Below in conjunction with the description of drawings and the specific embodiment the utility model is further described:
As shown in Figures 1 to 3 a kind of produces the reinforcement cage skeleton structure that concrete pile is used, comprise a spiral reinforcement 1, the uniform many auxiliary reinforcements 2 that are welded with on described spiral reinforcement 1, described spiral reinforcement 1 forms reinforcing cage with auxiliary reinforcement 2, be provided with many independently main reinforcements 3 in described reinforcing cage, described main reinforcement two ends can be separately fixed on the fixed head 4 at circular concrete pile two ends.
Claims (5)
1. produce the reinforcement cage skeleton structure that concrete pile is used for one kind, it is characterized in that comprising a spiral reinforcement (1), go up the uniform many auxiliary reinforcements (2) that are welded with at described spiral reinforcement (1), described spiral reinforcement (1) forms reinforcing cage with auxiliary reinforcement (2), be provided with many independently main reinforcements (3) in described reinforcing cage, described main reinforcement two ends can be separately fixed on the fixed head (4) at circular concrete pile two ends.
2. a kind of reinforcement cage skeleton structure that concrete pile is used of producing according to claim 1 is characterized in that its length of described auxiliary reinforcement (2) is littler than the length of main reinforcement (3).
3. a kind of reinforcement cage skeleton structure that concrete pile is used of producing according to claim 1 is characterized in that described main reinforcement (3) two ends stretch out described reinforcing cage two ends.
4. a kind of reinforcement cage skeleton structure that concrete pile is used of producing according to claim 1, it is characterized in that described fixed head (4) is circular end plate, described circular end plate comprises end plate body (41), is provided with heavy muscle hole (42) on described end plate body (41).
5. a kind of reinforcement cage skeleton structure that concrete pile is used of producing according to claim 4, it is characterized in that being respectively equipped with on described main reinforcement (3) two ends a head (31) bigger than main reinforcement (3) diameter, described head (31) is provided with on the described heavy muscle hole (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202332846U CN201835441U (en) | 2010-06-23 | 2010-06-23 | Reinforcement cage framework structure for production of concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202332846U CN201835441U (en) | 2010-06-23 | 2010-06-23 | Reinforcement cage framework structure for production of concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201835441U true CN201835441U (en) | 2011-05-18 |
Family
ID=44005549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202332846U Expired - Lifetime CN201835441U (en) | 2010-06-23 | 2010-06-23 | Reinforcement cage framework structure for production of concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201835441U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485637A (en) * | 2019-07-23 | 2019-11-22 | 马鞍山致青工业设计有限公司 | A kind of high anti-seismic formula building bar cage of achievable fast pouring |
| CN111390073A (en) * | 2020-03-24 | 2020-07-10 | 湖南三一快而居住宅工业有限公司 | Method for producing beam and column reinforcement cage |
| CN111691407A (en) * | 2020-06-22 | 2020-09-22 | 苏州海宏水泥制品有限公司 | Steel reinforcement cage stretching equipment and stretching method thereof |
| TWI764847B (en) * | 2021-10-27 | 2022-05-11 | 旌智企業股份有限公司 | Pile end plate and method of making the same |
-
2010
- 2010-06-23 CN CN2010202332846U patent/CN201835441U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485637A (en) * | 2019-07-23 | 2019-11-22 | 马鞍山致青工业设计有限公司 | A kind of high anti-seismic formula building bar cage of achievable fast pouring |
| CN110485637B (en) * | 2019-07-23 | 2021-07-20 | 马鞍山致青工业设计有限公司 | Can realize high antidetonation formula reinforcing bar cage for building of pouring fast |
| CN111390073A (en) * | 2020-03-24 | 2020-07-10 | 湖南三一快而居住宅工业有限公司 | Method for producing beam and column reinforcement cage |
| CN111691407A (en) * | 2020-06-22 | 2020-09-22 | 苏州海宏水泥制品有限公司 | Steel reinforcement cage stretching equipment and stretching method thereof |
| CN111691407B (en) * | 2020-06-22 | 2021-09-14 | 苏州海宏水泥制品有限公司 | Steel reinforcement cage stretching equipment and stretching method thereof |
| TWI764847B (en) * | 2021-10-27 | 2022-05-11 | 旌智企業股份有限公司 | Pile end plate and method of making the same |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161118 Address after: 130507 Karen Industrial Park, nine economic development zone, Jilin, Changchun Patentee after: Jianhua building materials (Jilin) Co. Ltd. Address before: 212413 Development Zone along the Yangtze River, Shu Shu Town, Jiangsu, Jurong Patentee before: Jiangsu builds China pipe pile Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181018 Address after: 212413 Development Zone along the Yangtze River in Jurong, Jiangsu Patentee after: Jianhua building materials (China) Co., Ltd. Address before: 130507 Karen Industrial Park, nine economic development zone, Changchun, Jilin Patentee before: Jianhua building materials (Jilin) Co. Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110518 |