CN204282540U - A kind of steel concrete connector - Google Patents
A kind of steel concrete connector Download PDFInfo
- Publication number
- CN204282540U CN204282540U CN201420721424.2U CN201420721424U CN204282540U CN 204282540 U CN204282540 U CN 204282540U CN 201420721424 U CN201420721424 U CN 201420721424U CN 204282540 U CN204282540 U CN 204282540U
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- Prior art keywords
- construction
- beam main
- reinforcing bar
- main tendon
- connector
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Abstract
The utility model discloses a kind of steel concrete connector, comprise the square steel post that surrounding is provided with reinforcing bar connector and the beam main tendon be arranged in described reinforcing bar connector, wherein, described beam main tendon is provided with sleeve away from described reinforcing bar connector end and described beam main tendon is provided with beam stirrup.The beneficial effects of the utility model: by prefabricated described steel concrete connector, described beam main tendon is arranged on described square steel post, and use described split type sleeve to connect described beam main tendon, thus make it possible to effectively shorten construction period, reduce difficulty of construction and effectively ensure that construction quality, simultaneously, owing to decreasing the construction volume of job site, make the dust effectively reducing construction generation, and then reach can complete construction requirement within the regulation duration while effectively saved construction cost, have high economic benefit and social benefit.
Description
Technical field
The utility model relates to technical field of building construction, specifically, relates to a kind of steel concrete connector.
Background technology
Along with expanding economy, traditional steel concrete casting craft can not adapt to the demand of existing unit in charge of construction.Especially when exist the duration short and engineering quantity is larger, traditional steel concrete casting craft can not meet existing Production requirement.Imbody is as follows: on the one hand, traditional web welding procedure technique is when carrying out steel concrete and connecting, because difficulty of construction and construction works amount are large, long construction period and there is hidden danger of quality and be eliminated gradually, on the other hand, Novel steel bar connector is when connection side's steel column and concrete beam main tendon, beam main tendon must be carried out segmentation, after beam main tendon after segmentation and reinforcing bar connector are fixed, also need to use straight screw sleeve to be connected by the beam main tendon separated, this form of construction work can not meet the demand of construction due to economy not.
For the existing reinforced concrete construction technique described in above-mentioned correlation technique exist long in time limit, difficulty is large, engineering quantity is large, have potential safety hazard and sub-economic problem, not yet proposes effective solution at present.
Utility model content
For problem above-mentioned in correlation technique, the utility model proposes a kind of steel concrete connector, effectively can ensure to shorten construction period and difficulty of construction, the potential safety hazard of construction volume and construction can also be reduced simultaneously, and economic and practical, meet present allegro construction requirement.
For realizing above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of steel concrete connector, comprise the square steel post that surrounding is provided with reinforcing bar connector and the beam main tendon be arranged in described reinforcing bar connector, wherein, described beam main tendon is provided with sleeve away from described reinforcing bar connector end and described beam main tendon is provided with beam stirrup.
Further, described reinforcing bar connector is disposed in an evenly spaced relation on described square steel post.
Further, described beam stirrup is disposed in an evenly spaced relation on described beam main tendon.
Further, described sleeve is split type sleeve.
Further, described reinforcing bar connector is provided with 45 ° of grooves near described square steel styletable.
Further, the material of described reinforcing bar connector is the steel being not less than Q345B standard.
The beneficial effects of the utility model: by prefabricated described steel concrete connector, described beam main tendon is arranged on described square steel post, and use described split type sleeve to connect described beam main tendon, thus make it possible to effectively shorten construction period, reduce difficulty of construction and effectively ensure that construction quality, simultaneously, owing to decreasing the construction volume of job site, make the dust effectively reducing construction generation, and then reach can complete construction requirement within the regulation duration while effectively saved construction cost, have high economic benefit and social benefit.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the steel concrete connector according to the utility model embodiment;
Fig. 2 is the use schematic diagram of the steel concrete connector according to the utility model embodiment.
In figure:
1, reinforcing bar connector; 2, square steel post; 3, beam main tendon; 4, sleeve; 5, beam stirrup.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of the utility model protection.
As shown in Figure 1-2, steel concrete connector according to embodiment of the present utility model, comprise the square steel post 2 that surrounding is provided with reinforcing bar connector 1 and the beam main tendon 3 be arranged in described reinforcing bar connector 1, wherein, described beam main tendon 3 is provided with sleeve 4 away from described reinforcing bar connector 1 end and described beam main tendon 3 is provided with beam stirrup 5.
In addition, in a specific embodiment, described reinforcing bar connector 1 is disposed in an evenly spaced relation on described square steel post 2.
In addition, in a specific embodiment, described beam stirrup 5 is disposed in an evenly spaced relation on described beam main tendon 3.
In addition, in a specific embodiment, described sleeve 4 is split type sleeve.
In addition, in a specific embodiment, described reinforcing bar connector 1 is provided with 45 ° of grooves near described square steel post 2 end.
In addition, in a specific embodiment, the material of described reinforcing bar connector 1 is the steel being not less than Q345B standard.
Conveniently understand technique scheme of the present utility model, below by way of in concrete mode of occupation, technique scheme of the present utility model is described in detail.
When specifically using, construct according to following use step:
1), carry out Deepen Design, according to the detailed quantity marking out described reinforcing bar connector 1 in described square steel post 2 node diagram of drawing requirement, position, model, require according to atlas the arrangement determining described beam main tendon 3 simultaneously;
2), welding procedure carries out in steel work processing factory, adopts carbon-dioxide arc welding, is directly welded on steel plate by described reinforcing bar connector 1, then cuts, welding steel is combined into described square steel post 2;
4) lifting construction is carried out after, described square steel post 2 being transported job site;
5), then described beam main tendon 3 is divided into three sections, two of two ends are connected with described square steel post 2 respectively, are directly screwed in described reinforcing bar connector 1 after described beam main tendon 3 mantle fiber;
6), then whole described beam stirrups 5 is inserted in the described beam main tendon 3 of both sides, wouldn't helps to prick;
7), the length of beam main tendon 3 described in field measurement stage casing, then blanking;
8) the described beam main tendon 3 that described sleeve 4 connects stage casing and two ends, is re-used;
9) the described beam stirrup 5, being finally enclosed within described beam main tendon 3 two ends is well placed the laggard trade association in position according to drawing spacing and pricks.
In sum, by means of technique scheme of the present utility model, by prefabricated described steel concrete connector, described beam main tendon 3 is arranged on described square steel post 2, and use described split type sleeve 4 to connect described beam main tendon 3, thus make it possible to effectively shorten construction period, reduce difficulty of construction and effectively ensure that construction quality, simultaneously, owing to decreasing the construction volume of job site, make the dust effectively reducing construction generation, and then reach can complete construction requirement within the regulation duration while effectively saved construction cost, there are high economic benefit and social benefit.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (6)
1. a steel concrete connector, it is characterized in that, comprise the square steel post (2) that surrounding is provided with reinforcing bar connector (1) and the beam main tendon (3) be arranged in described reinforcing bar connector (1), wherein, described beam main tendon (3) is provided with sleeve (4) away from described reinforcing bar connector (1) end and described beam main tendon (3) is provided with beam stirrup (5).
2. steel concrete connector according to claim 1, is characterized in that, described reinforcing bar connector (1) is disposed in an evenly spaced relation on described square steel post (2).
3. steel concrete connector according to claim 1, is characterized in that, described beam stirrup (5) is disposed in an evenly spaced relation on described beam main tendon (3).
4. steel concrete connector according to claim 1, is characterized in that, described sleeve (4) is split type sleeve.
5. steel concrete connector according to claim 1, is characterized in that, described reinforcing bar connector (1) is provided with 45 ° of grooves near described square steel post (2) end.
6. steel concrete connector according to claim 5, is characterized in that, the material of described reinforcing bar connector (1) is the steel being not less than Q345B standard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721424.2U CN204282540U (en) | 2014-11-26 | 2014-11-26 | A kind of steel concrete connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420721424.2U CN204282540U (en) | 2014-11-26 | 2014-11-26 | A kind of steel concrete connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282540U true CN204282540U (en) | 2015-04-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420721424.2U Expired - Fee Related CN204282540U (en) | 2014-11-26 | 2014-11-26 | A kind of steel concrete connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282540U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592867A (en) * | 2016-12-26 | 2017-04-26 | 中国化学工程第三建设有限公司 | Construction method of reinforced concrete beam |
| CN106948514A (en) * | 2017-04-06 | 2017-07-14 | 中建局集团第三建筑有限公司 | Ultrahigh masonry wall anti-seismic structure and construction method thereof |
| WO2018072759A1 (en) * | 2016-10-17 | 2018-04-26 | 华南理工大学 | Steel reinforced recycled concrete beam-column joint and construction method thereof |
| WO2018077202A1 (en) * | 2016-10-25 | 2018-05-03 | 华南理工大学 | Joint connection for recycled block concrete composite beam-column and construction method therefor |
| CN108560402A (en) * | 2018-07-17 | 2018-09-21 | 中冶长天国际工程有限责任公司 | A kind of prefabricated assembled bent cap and its construction method |
-
2014
- 2014-11-26 CN CN201420721424.2U patent/CN204282540U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018072759A1 (en) * | 2016-10-17 | 2018-04-26 | 华南理工大学 | Steel reinforced recycled concrete beam-column joint and construction method thereof |
| US10794053B2 (en) | 2016-10-17 | 2020-10-06 | South China University Of Technology | Reinforced compound concrete beam-column joint containing demolished concrete lumps and a construction method |
| WO2018077202A1 (en) * | 2016-10-25 | 2018-05-03 | 华南理工大学 | Joint connection for recycled block concrete composite beam-column and construction method therefor |
| CN106592867A (en) * | 2016-12-26 | 2017-04-26 | 中国化学工程第三建设有限公司 | Construction method of reinforced concrete beam |
| CN106592867B (en) * | 2016-12-26 | 2019-01-25 | 中国化学工程第三建设有限公司 | A kind of method of construction of reinforced beam |
| CN106948514A (en) * | 2017-04-06 | 2017-07-14 | 中建局集团第三建筑有限公司 | Ultrahigh masonry wall anti-seismic structure and construction method thereof |
| CN108560402A (en) * | 2018-07-17 | 2018-09-21 | 中冶长天国际工程有限责任公司 | A kind of prefabricated assembled bent cap and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: CHINA RAILWAY URBAN CONSTRUCTION GROUP Co.,Ltd. Assignor: China Railway Urban Construction Group Beijing Engineering Co.,Ltd. Contract record no.: 2015430000104 Denomination of utility model: Reinforced concrete connector Granted publication date: 20150422 License type: Exclusive License Record date: 20150715 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20151223 Address after: 100024 Beijing city Chaoyang District Changying Township Gaoantun road center Patentee after: China Railway Urban Construction Group Beijing Engineering Co.,Ltd. Patentee after: CHINA RAILWAY URBAN CONSTRUCTION GROUP Co.,Ltd. Address before: 100024 Beijing city Chaoyang District Changying Township Gaoantun road center Patentee before: China Railway Urban Construction Group Beijing Engineering Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20211126 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |