CN206987059U - Connecting joint - Google Patents
Connecting joint Download PDFInfo
- Publication number
- CN206987059U CN206987059U CN201720274555.4U CN201720274555U CN206987059U CN 206987059 U CN206987059 U CN 206987059U CN 201720274555 U CN201720274555 U CN 201720274555U CN 206987059 U CN206987059 U CN 206987059U
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- China
- Prior art keywords
- reinforced concrete
- connecting joint
- core body
- construction
- joint
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- 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.)
- Expired - Fee Related
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- Joining Of Building Structures In Genera (AREA)
Abstract
Architectural design and construction field are the utility model is related to, discloses a kind of connecting joint, for connecting the first reinforced concrete member and the second reinforced concrete member；Connecting joint is the joint of armored concrete raw material pouring molding.And connecting joint be arranged at core body bottom and its close to core body outside or periphery.Two reinforced concrete members are connected by the utility model using the material of armored concrete itself to be formed.Connecting joint is applied to the connection mode of the assembled architecture of reinforced concrete frame structure building.The cast-in-place amount for the on-site concrete that the reinforced concrete frame structure of prior art builds that connecting joint can cause reduces more than 90%, and the usage amount of template reduces more than 98%.Constructed with the form of construction work close to the reinforced concrete frame structure assembled architecture of " no modelling ", accelerate speed of application, significantly save the general expenses such as construction material, workmen, construction site, construction machinery, there is very high practical value.
Description
Technical field
It the utility model is related to architectural design and construction field, and in particular to a kind of connecting joint.
Background technology
In existing technology, precast member for reinforcing bar concrete and reinforced concrete member in architectural design and construction
The problem of effective connection of (or precast member for reinforcing bar concrete) is always a difficulty of construction industry.Such as：In factory building
Prefabricated post with coupling for the concrete prefabricated element of its bottom is used prefabricated post socket joint in a kind of plain of bottom cup-shaped foundation
The connecting joint form of concrete.Prefabricated post couples with precast beam, the connecting joint form of the welding for being embedded iron parts mostly.
The joint form of this connection is unfavorable for two layers and each layer construction of the above and building of factory building.So in general building iron mixes
The industrial building for coagulating native prefabricated structural element is mostly individual layer.Present construction industry, which has had been introduced into, builds entirely fabricated build
Build the epoch.This requires precast concrete to couple not with precast reinforced concrete structure (or reinforced concrete structural element)
Can be simple connection or embedded iron parts formula, the brittle connecting joint form of bolt type of the individual layer of plain concrete formula.
The connecting joint form of present assembled architecture again it is excessive using symbol plus many steel structure members inside
A kind of connecting joint form.This cost for not only increasing architecture construction also causes the fire resisting of building, fire protecting performance, shock resistance
Endurance quality of energy and building itself etc. is greatly lowered.Therefore, prior art need to be improved.
Utility model content
The defects of to overcome present in prior art, now provide a kind of connecting joint.There is of the present utility model connect
Head, reinforced concrete member can are several dresses near without branch building template of element precast and job site of batch production
Constructed with changing.The building work that present country advocated just has been met using the building engineering method of connecting joint structure of the present utility model
The construction of factory, modularization, assembling of constructing require that.So do and accelerate rate of progress of the construction, save and build again
Build the labour cost, construction material expense and operating expenses of construction.
Connecting joint of the present utility model, for connecting the first reinforced concrete member and the second reinforced concrete member；
The material of connecting joint is Reinforced Concrete Materials.Connecting joint is arranged on the bottom of the core body of the first reinforced concrete member simultaneously
It is connected with the second reinforced concrete member, and connecting joint is arranged at the bottom and and the periphery close to arrangement core body of core body
Side.
Further, more reinforcing bars are additionally provided with connecting joint of the present utility model, and more reinforcing bars are arranged on core body
Neighboring.Wherein, core body is to be used for rigid resistance to compression and play stability action, sets reinforcing bar to be then to flexible tension and surely
Solidity connection is reinforced, and ensure that its joint in the presence of it is by various uncertain external force, remains to keep connecting joint
Dynamic balance, the integraty of stability and connection, globality.
Further, more reinforcing bars are the neighborings for being disposed on core body, and reinforcing bar is uniformly arranged and ensure that connection
Stability.
Further, the shape of connecting joint and the shape of core body are corresponding.Core body is identical with the shape of connecting joint really
The good connecting of the attractive in appearance of profile and connection is protected.
The solid structure of the core body of armored concrete of the present utility model forms one group of steel relative to its polycrystalline substance component
The gravity of reinforced concrete core body, and the reaction force that core body bottom member in contrast is born form an equilibrium system.
Its close to the neighboring of armored concrete core body uniformly lay the reinforcing bar that links up on demand, be to ensure that this practicality is new
The connecting joint of type in the presence of by various uncertain external force, remain to keep the balance of connecting joint, stability and
The integraty of connection, globality.The armored concrete core body of connecting joint of the present utility model plays resistance to compression, stable effect；
The reinforcing bar for outside close to core body or being uniformly arranged and linking up on demand close to the periphery of core body, then be more to ensure
Connecting joint in the presence of it is by various uncertain external force, remain to keep the dynamic balance of connecting joint, stability and
The integraty of connection, globality.
In terms of existing technologies, the utility model uses the connecting joint of material identical with reinforced concrete member,
Two reinforced concrete members are connected with each other, using the assembly connection of non-mode framework, therefore do not need prior art
Formwork supporting plate pour, constructed in a manner of without template concrete, accelerate speed of application, also significantly save fee of material, labour cost
And operating expenses, one square metre of construction area can save 50 yuan to 60 yuan of construction cost, there is very high practical valency
Value.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the connecting joint of the embodiment of the utility model one.
Fig. 2 is the schematic cross-section of the connecting joint of the embodiment of the utility model one.
Primary clustering symbol description：
Connecting joint 100, the first reinforced concrete member 1, core body 11, the second reinforced concrete member 2, reinforcing bar 3.
Embodiment
In order that technological means, creation feature, reached purpose and effect that utility model is realized are easy to understand, below
With reference to accompanying drawing, the utility model is expanded on further.
An embodiment of the present utility model provides a kind of connecting joint 100, and with reference to shown in Fig. 1, connecting joint 100 is steel
Reinforced concrete material pouring molding, its material are armored concrete.The inside of first reinforced concrete member 1 is provided with core body 11, the
Two reinforced concrete members 2 can be used as pedestal, and core body 11 stretches out from bottom, and connecting joint 100 connects the first reinforced concrete
The bottom of core body 11 of native component 1 and the second reinforced concrete member 2, and connecting joint 100 be arranged at core body 11 bottom and
It is close to the neighboring of core body 11.Wherein, the shape of connecting joint 100 is corresponding with the shape of core body 11, and then in core body 11
Periphery form reinforced concrete protective layer.
More it is noted that as shown in Fig. 2 may also be further provided with connecting joint of the present utility model 100 more with
With the reinforcing bar 3 of reinforcing, more reinforcing bars 3 are placed in the region that need to be poured before pouring, more reinforcing bars 3 are uniform and are spaced a spacing
From the surrounding for being arranged on core body 11, form stable concrete cover after pouring, the quantity of reinforcing bar 3 is by the need that actually use
To determine, if the sectional dimension of the first reinforced concrete member 1 is larger, the size of connecting joint 100 is also relatively large, then steel
The quantity of muscle 3 relative can increase, conversely, can reduce the quantity of reinforcing bar 3, need to only reach and meet the requirement of security intensity specification i.e.
Can.
In specifically used, the part of core body 11 of the bottom of the first reinforced concrete member 1 is positioned over the second reinforced concrete
The side of native component 2, it would be desirable to the region poured is impaled by template, template according to the first reinforced concrete member 1 section
Shape, which is enclosed, to be set, and is placed a certain amount of reinforcing bar 3 according to required in the range of template is enclosed and set, is then poured coagulation into the region
Soil, wait after the completion of pouring, remove the template in outside, concrete cover is formd, so as to form and itself concrete material
Construction material identical connecting joint 100.This reinforced concrete member is mutually interconnected by the connecting joint 100 of identical material
Connect, closer to the original connection form of reinforced concrete member, its cost is more saved, and overall structure will not be also produced because material
The bad problem of associativity caused by different, can be more reasonable on structural.
Use this reinforced concrete member and the connecting joint of another reinforced concrete member so that the reinforcing bar of whole mixes
Coagulate native frame construction and be almost the building (simply and its a small amount of joint mould) come out without template institute framework.Such one
Come, eliminate the steel frame pipe of formwork, wooden a long thick piece of timber shaped like a square pillar, template, mould, iron nail, iron wire, artificial etc..
The utility model seems what simple prefabricated reinforced concrete coupled with prefabricated reinforced concrete or armored concrete
Joint form, the structure type that reinforced concrete frame is built can be but caused to move towards the brand-new of " no mould " (not having to formwork supporting plate)
Complete fabricated architecture construction form.This has to following comprehensive batch production, modularization, the architecture construction form of assembling
There are sizable help and influence, caused social benefit is also obvious.
The specific embodiment of utility model is described above.It is to be appreciated that utility model is not limited to
Above-mentioned particular implementation, wherein the equipment and structure be not described in detail to the greatest extent are construed as being given with the common mode in this area
To implement；Those skilled in the art, which can make various deformations or amendments within the scope of the claims and make, some simply to push away
Drill, deform or replace, this has no effect on the substantive content of utility model.
Claims (2)
- A kind of 1. connecting joint, for connecting the first reinforced concrete member and the second reinforced concrete member, first steel Reinforced concrete component inside is provided with core body, and second reinforced concrete member is as pedestal, and the core body is from bottom to extension Stretch, it is characterised in that：The material of the connecting joint is Reinforced Concrete Materials, and the connecting joint is arranged on first steel The bottom of the core body of reinforced concrete component is simultaneously connected with second reinforced concrete member, and the connecting joint is set In the bottom of the core body and it is adjacent to the neighboring of the core body, the shape of the connecting joint and the shape of the core body It is corresponding, reinforced concrete protective layer is formd in the periphery of the core body, so as to form and itself concrete material component Connecting joint described in material identical, and more reinforcing bars are additionally provided with the connecting joint, the more reinforcing bars are arranged on The neighboring of the core body.
- A kind of 2. connecting joint as claimed in claim 1, it is characterised in that：It is to be disposed on institute between each reinforcing bar State the neighboring of core body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720274555.4U CN206987059U (en) | 2017-03-21 | 2017-03-21 | Connecting joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720274555.4U CN206987059U (en) | 2017-03-21 | 2017-03-21 | Connecting joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987059U true CN206987059U (en) | 2018-02-09 |
Family
ID=61421544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720274555.4U Expired - Fee Related CN206987059U (en) | 2017-03-21 | 2017-03-21 | Connecting joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987059U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252422A (en) * | 2018-03-19 | 2018-07-06 | 上海市城市建设设计研究总院（集团）有限公司 | Intersect mutual anchor prefabricated components connection structure |
-
2017
- 2017-03-21 CN CN201720274555.4U patent/CN206987059U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252422A (en) * | 2018-03-19 | 2018-07-06 | 上海市城市建设设计研究总院（集团）有限公司 | Intersect mutual anchor prefabricated components connection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |