CN203334698U - Locating device of connector of prefabricated assembling column and rebar sleeve - Google Patents
Locating device of connector of prefabricated assembling column and rebar sleeve Download PDFInfo
- Publication number
- CN203334698U CN203334698U CN2013203424069U CN201320342406U CN203334698U CN 203334698 U CN203334698 U CN 203334698U CN 2013203424069 U CN2013203424069 U CN 2013203424069U CN 201320342406 U CN201320342406 U CN 201320342406U CN 203334698 U CN203334698 U CN 203334698U
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- rebar
- sleeve
- locating
- prefabricated
- connector
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Abstract
The utility model relates to a locating device of a connector of a prefabricated assembling column and a rebar sleeve and belongs to the field of building industrialization and prefabricated assembling technology. The locating device comprises a locating rebar and a prefabricated column. The locating rebar is inserted into the prefabricated column. The locating device further comprises the rebar sleeve and a locating sleeve. The locating sleeve is arranged at the bottom end of the locating rebar. The rebar sleeve is fixed at the bottom end of a connecting rebar. The locating device of the connector of the prefabricated assembling column and the rebar sleeve solves the problem that mistakes can happen easily at connecting positions of on-site spliced prefabricated columns when square or rectangular columns are symmetric in shape, and rebars are bit symmetric. After the locating rebar and the locating sleeve are arranged, prefabricated columns are hung into positions on site quickly and accurately, construction quality is guaranteed, and construction difficulty is reduced.
Description
Technical field
The utility model relates to a kind of positioner of prefabrication and assembly construction post reinforced bar sleeve connector, belongs to industrialization of construction industry and prefabrication and assembly construction technical field.
Background technology
In the prefabrication and assembly construction frame construction, prefabricated post mostly is square or rectangle.Due to stressed difference, the reinforcing bar of pillar is often different at X and Y-direction.
Due to the connection employing sleeve connection of prefabrication and assembly construction frame column reinforcing bar, reinforcing bar is cast in pillar, and the arrangement of reinforcement situation is difficult for observing.Construct at the scene when assembled, due to the reasons such as technical factor of field worker, frame column reinforcing bar X-direction may occur and dock the wrong situation in location with Y-direction.If will correctly judge the docking orientation of prefabricated frame trestle, the one, requirement site operation personnel technical quality improves, the 2nd, spend longer time contrast drawing and be judged, and this period be the working time that takies crane, thereby can affect the service efficiency of construction machinery.
The utility model content
The utility model provides a kind of positioner of prefabrication and assembly construction post reinforced bar sleeve connector for above-mentioned deficiency.
The utility model adopts following technical scheme:
The positioner of a kind of prefabrication and assembly construction post reinforced bar sleeve connector described in the utility model, comprise spacer bars, prefabricated post, and spacer bars inserts in prefabricated post; Also comprise abutment sleeve, horn mouth; Described horn mouth is arranged in the bottom of abutment sleeve, abutment sleeve be arranged in spacer bars and bell-mouthed between.
The positioner of prefabrication and assembly construction post reinforced bar sleeve connector described in the utility model, horn mouth is arranged in the bottom of described prefabricated post.
Beneficial effect
The positioner of a kind of prefabrication and assembly construction post reinforced bar sleeve connector that the utility model provides, solved square, rectangular column, profile symmetry, and when reinforcing bar is asymmetric, on-site consolidation prefabricated post connection orientation easily makes a mistake.After spacer bars and abutment sleeve are set, make site prefabrication post hoisted in position, fast, accurately, guarantee construction quality, reduce difficulty of construction.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of A-A in Fig. 1;
Fig. 3 is bottom surface structure schematic diagram of the present utility model;
In figure, 1 is spacer bars, the 2nd, and preformed pile, the 3rd, abutment sleeve, the 4th, horn mouth.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described:
As shown in the figure: a kind of positioner of prefabrication and assembly construction post reinforced bar sleeve connector comprises spacer bars 1, preformed pile 2, abutment sleeve 3, horn mouth 4.
The be located by connecting sleeve different from other branch sleeves in the embedded sleeve barrel end setting of prefabricated frame trestle, arrange at the reserved steel bar end of prefabricated frame trestle the spacer bars that length is different from other connecting reinforcement length.During the assembled docking of on-the-spot post, abutment sleeve is aimed at spacer bars, completes rapidly, exactly reinforcing bar and is connected location with sleeve.
Fully-prefabricated assembled high residential building, 15 layers on the ground, underground one deck indoor bicycle parking area that arranges, one deck is built on stilts leisure space, 45 meters of building heights, building area is 10,000 square meters approximately.It is the full prefabrication and assembly construction high residential building in first of Jiangsu Province.Structural system adopts fully-prefabricated assembled framework-steel support structure system, main body frame except basement and bottom overhead layer post adopt cast-in-place, all the other structure divisions all adopt the fabricated assembly overall technology, prefabricating technique is as follows in the range of application of this engineering:
1) the main structure body vertical member adopts the precast concrete frame column, and horizontal flooring member adopts precast concrete superposed beam and precast prestressed concrete superimposed sheet, and anti-lateral elements adopts framework-steel to support.
2) the typical floor stair adopt the precast concrete gangboard, and balcony adopts the precast concrete laminated floor slab;
3) inside and outside infilled wall adopts the autoclaved lightweight concrete board material.
Claims (2)
1. the positioner of a prefabrication and assembly construction post reinforced bar sleeve connector, comprise spacer bars (1), prefabricated post (2), and spacer bars (1) inserts in prefabricated post (2); It is characterized in that: also comprise abutment sleeve (3), horn mouth (4); Described horn mouth (4) is arranged in the bottom of abutment sleeve (3), abutment sleeve (3) be arranged in spacer bars (1) and horn mouth (4) between.
2. the positioner of prefabrication and assembly construction post reinforced bar sleeve connector according to claim 1, is characterized in that: the bottom layout horn mouth (4) of described prefabricated post (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203424069U CN203334698U (en) | 2013-06-17 | 2013-06-17 | Locating device of connector of prefabricated assembling column and rebar sleeve |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203424069U CN203334698U (en) | 2013-06-17 | 2013-06-17 | Locating device of connector of prefabricated assembling column and rebar sleeve |
Publications (1)
Publication Number | Publication Date |
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CN203334698U true CN203334698U (en) | 2013-12-11 |
Family
ID=49703378
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2013203424069U Expired - Lifetime CN203334698U (en) | 2013-06-17 | 2013-06-17 | Locating device of connector of prefabricated assembling column and rebar sleeve |
Country Status (1)
Country | Link |
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CN (1) | CN203334698U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105133754A (en) * | 2015-08-03 | 2015-12-09 | 中国十七冶集团有限公司 | Prefabricated concrete shear wallboard counterbore guide type mounting device and method |
CN105926771A (en) * | 2016-06-17 | 2016-09-07 | 中国十七冶集团有限公司 | Middle joint connecting structure of assembled integral frame column-beam and construction method of middle joint connecting structure |
CN105951984A (en) * | 2016-05-24 | 2016-09-21 | 东南大学 | High-ductility assembled integral type frame exterior joint connection structure and construction method thereof |
CN106013432A (en) * | 2016-05-24 | 2016-10-12 | 东南大学 | Joint connecting structure in high-ductility assembled integrated frame and construction method |
-
2013
- 2013-06-17 CN CN2013203424069U patent/CN203334698U/en not_active Expired - Lifetime
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105133754A (en) * | 2015-08-03 | 2015-12-09 | 中国十七冶集团有限公司 | Prefabricated concrete shear wallboard counterbore guide type mounting device and method |
CN105951984A (en) * | 2016-05-24 | 2016-09-21 | 东南大学 | High-ductility assembled integral type frame exterior joint connection structure and construction method thereof |
CN106013432A (en) * | 2016-05-24 | 2016-10-12 | 东南大学 | Joint connecting structure in high-ductility assembled integrated frame and construction method |
CN106013432B (en) * | 2016-05-24 | 2019-05-17 | 东南大学 | A kind of high ductility prefabricated integral frame interior joint connection structure and construction method |
CN105926771A (en) * | 2016-06-17 | 2016-09-07 | 中国十七冶集团有限公司 | Middle joint connecting structure of assembled integral frame column-beam and construction method of middle joint connecting structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20131211 |
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CX01 | Expiry of patent term |