CN105986622A - U-shaped rebar set grouting lap joint component - Google Patents
U-shaped rebar set grouting lap joint component Download PDFInfo
- Publication number
- CN105986622A CN105986622A CN201510078546.3A CN201510078546A CN105986622A CN 105986622 A CN105986622 A CN 105986622A CN 201510078546 A CN201510078546 A CN 201510078546A CN 105986622 A CN105986622 A CN 105986622A
- Authority
- CN
- China
- Prior art keywords
- hole
- grouting
- reinforcing bar
- bar group
- shaped
- 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.)
- Pending
Links
Abstract
A U-shaped rebar set grouting lap joint component comprises a prefabricated concrete component (1); a hole (2) is reserved in the prefabricated concrete component (1) and communicates with a grouting hole (3) and a vent hole (4); embedded rebar sets (5) are arranged in the positions, on the two sides of the hole (2), of the prefabricated concrete component (1); transverse rebars (6) are arranged on the embedded rebar sets (5) in the length direction; and a connected rebar (7) is inserted into the hole. Grouting materials are grouted into the hole (2) through the grouting hole (3), and after the grouting materials are solidified and hardened, the embedded rebar sets (5) and the connected rebar (7) are connected into a whole. The U-shaped rebar set grouting lap joint component is suitable for rebar connection between prefabricated concrete components.
Description
Technical field
The present invention relates to field of civil engineering, particularly relate to the bar connecting component of precast concrete.
Background technology
In prefabricated assembled concrete structure, rebar connecting technology is key technology.Existing precast concrete reinforcing bar is even
Connection technology construction is complex, or cost is higher, is unfavorable for the popularization of prefabrication.
The content of invention
Present invention aim at solve prior art exist deficiency, it is provided that a kind of cost is low, easy construction, the U of dependable performance
Shape reinforcing bar group grouting overlap joint connecting elements.
Above-mentioned purpose is realized by following technical scheme:
U-shaped reinforcing bar group grouting overlap joint connecting elements, its composition includes: precast concrete, described precast concrete
Being reserved with hole, described hole connects with grout hole and steam vent, and described precast concrete is at described hole two then
Having embedded bar group, described embedded bar group is provided with transverse steel along its length, is inserted into being connected at described hole
Reinforcing bar.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described hole inner wall surface is matsurface.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, it is U-shaped that described connected reinforcing bar inserts the part of hole.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described embedded bar group includes two reinforcing bars.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described embedded bar group and the portion of connected bar splicing
It is divided into U-shaped.
Compared with prior art, beneficial effects of the present invention is mainly manifested in:
Bar connecting the most provided by the present invention is simple to operate, it is not necessary to special installation and facility.
2. reserving hole inner surface is matsurface, and connected reinforcing bar and embedded bar group are U-shaped reinforcing bar, and embedded bar group
It is provided with transverse steel along its length, makes bar connecting effect relatively reliable.
3. embedded bar group is positioned at connected reinforcing bar two then, it is to avoid steel bar force transfer is eccentric so that member stress is more reasonable.
4. essentially dry operation in work progress, beneficially environmental protection save the duration, and save construction costs.
Accompanying drawing explanation
Fig. 1 is the structural representation of the U-shaped reinforcing bar group grouting overlap joint connecting elements that one embodiment of the present of invention is used.
Fig. 2 is the top plan view of Fig. 1.
Fig. 3 is hole and the structural representation of connected reinforcing bar.
Fig. 4 is the structural representation of embedded bar group.
Detailed description of the invention
Embodiment 1:
U-shaped reinforcing bar group grouting overlap joint connecting elements, its composition includes: precast concrete (1), described precast concrete
Component (1) is reserved with hole (2), and described hole connects with grout hole (3) and steam vent (4), described concrete
Soil component then has embedded bar group (5) at described hole two, and described embedded bar group (5) is provided with laterally along its length
Reinforcing bar (6), is inserted into connected reinforcing bar (7) at described hole.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described hole (2) inner wall surface is matsurface.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described connected reinforcing bar (7) inserts hole (2)
Part is U-shaped.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described embedded bar group (5) includes two reinforcing bars.
In described U-shaped reinforcing bar group grouting overlap joint connecting elements, described embedded bar group (5) and connected reinforcing bar (7)
The part of overlap joint is U-shaped.
In conjunction with Fig. 1~Fig. 4, the hole (2) of U-shaped reinforcing bar group grouting overlap joint connecting elements is reserved in precast concrete (1)
Lower end, embedded bar group (5) is positioned at two of hole, and hole (2) connects with grout hole (3) and steam vent (4),
Embedded bar group (5) is provided with transverse steel (6) along its length.It is connected reinforcing bar (7) during construction and inserts hole (2) in advance
Fixed length, and with encapsulant (8), the outward flange in precast concrete (1) gap, lower end is blocked, pass through grout hole
(3) in hole (2), grouting material is irrigated, can be by embedded bar group (5) and connected reinforcing bar (7) after grouting material setting and hardening
Connect as one.
In the present embodiment, the area of section of connected reinforcing bar (7) is not less than the cross section of two reinforcing bars in embedded bar group (5)
Area sum.
Claims (5)
1.U shape reinforcing bar group grouting overlap joint connecting elements, its composition includes: precast concrete (1), and described is prefabricated mixed
Solidifying soil component (1) is reserved with hole (2), and described hole connects with grout hole (3) and steam vent (4), and described is prefabricated
Concrete component (1) has embedded bar group (5) at described hole (2) two, and described embedded bar group (5) is along long
Degree direction is provided with transverse steel (6), is inserted into connected reinforcing bar (7) at described hole.
U-shaped reinforcing bar group the most according to claim 1 grouting overlap joint connecting elements, is characterized in that described hole (2)
Inner wall surface is matsurface.
U-shaped reinforcing bar group the most according to claim 1 grouting overlap joint connecting elements, is characterized in that described connected reinforcing bar
(7) part inserting hole (2) is U-shaped.
U-shaped reinforcing bar group the most according to claim 1 grouting overlap joint connecting elements, is characterized in that embedded bar group (5)
Including two reinforcing bars.
U-shaped reinforcing bar group the most according to claim 1 grouting overlap joint connecting elements, is characterized in that embedded bar group (5)
The part overlapped with connected reinforcing bar (7) is U-shaped.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510078546.3A CN105986622A (en) | 2015-02-13 | 2015-02-13 | U-shaped rebar set grouting lap joint component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510078546.3A CN105986622A (en) | 2015-02-13 | 2015-02-13 | U-shaped rebar set grouting lap joint component |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105986622A true CN105986622A (en) | 2016-10-05 |
Family
ID=57042062
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510078546.3A Pending CN105986622A (en) | 2015-02-13 | 2015-02-13 | U-shaped rebar set grouting lap joint component |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105986622A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106869405A (en) * | 2017-03-29 | 2017-06-20 | 汉嘉设计集团股份有限公司 | Precast concrete column, concrete combination column and its manufacture method |
-
2015
- 2015-02-13 CN CN201510078546.3A patent/CN105986622A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106869405A (en) * | 2017-03-29 | 2017-06-20 | 汉嘉设计集团股份有限公司 | Precast concrete column, concrete combination column and its manufacture method |
CN106869405B (en) * | 2017-03-29 | 2023-05-16 | 汉嘉设计集团股份有限公司 | Precast concrete column, concrete composite column and manufacturing method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203113552U (en) | Constructional column with formwork building blocks | |
CN206667459U (en) | A kind of pre-splicing Standard formula building of prefabrication type reinforced concrete shear wall | |
CN106760052A (en) | A kind of horizontal piece steel welding of prefabricated shear wall connection device in succession | |
CN207003634U (en) | A kind of balcony slab installs node | |
CN107178209A (en) | A kind of constructional column and agent structure integrated construction method | |
CN106930436B (en) | Reinforced concrete shear wall with built-in prestressed steel diagonal bracing | |
CN204662711U (en) | A kind of prestressing force hair side seam is linked and packed formula shear wall structure | |
CN205712204U (en) | A kind of multiple waterstop and waterproof construction thereof | |
CN103103981B (en) | Construction method of prestress wedge-shaped pipe pile joint | |
CN110409283A (en) | It is a kind of based on retarded adhesive prestressed UHPC permanent template without the rib prestressed Self-curing combination beam of abdomen and construction method | |
CN105821908A (en) | Multiple water stop belt, waterproof structure and construction method of waterproof structure | |
AU2013366093B2 (en) | Reinforced blockwork construction method | |
CN206128081U (en) | Prefabricated guan liang | |
CN208907228U (en) | A kind of prestressing force modular retaining wall | |
CN105040855B (en) | Prefabricated shear wall welded end plate and horizontal section steel combined connection apparatus | |
CN105986622A (en) | U-shaped rebar set grouting lap joint component | |
CN103243913B (en) | The method for blocking of fabricated shear wall architectural lower floor junction grout blanket | |
CN104074275A (en) | Prefabricated concrete column connecting joint structure | |
CN110409282A (en) | It is a kind of based on permanent post-tensioned prestressing UHPC set decking without the rib prestressed Self-curing combination beam of abdomen and construction method | |
CN211312950U (en) | Assembled integral elevator shaft prefabricated part | |
CN209670134U (en) | Assembled wall right angle connecting structure | |
CN205776194U (en) | A kind of mortar leakage prevention pointed stake | |
CN209907689U (en) | Prefabricated member of floor member unit assembly | |
CN204551748U (en) | U-shaped reinforcing bar group grouting overlap joint connecting elements | |
CN209837285U (en) | Novel prefabricated reinforced concrete frame node |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161005 |