CN106827226A - Prefabricated components preparation method with connection reinforcing bar - Google Patents
Prefabricated components preparation method with connection reinforcing bar Download PDFInfo
- Publication number
- CN106827226A CN106827226A CN201710061956.6A CN201710061956A CN106827226A CN 106827226 A CN106827226 A CN 106827226A CN 201710061956 A CN201710061956 A CN 201710061956A CN 106827226 A CN106827226 A CN 106827226A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- prefabricated components
- connection reinforcing
- framework
- connection
- 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
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0055—Mould pallets; Mould panels
Abstract
The present invention relates to a kind of prefabricated components preparation method with connection reinforcing bar, belong to prefabricated reinforced concrete structure component technology field；The prefabricated components side hangs with connection reinforcing bar, and described connection reinforcing bar one end is hung on the framework of steel reinforcement of the prefabricated components, and the other end is free end；The preparation method includes：（1）The framework of steel reinforcement of prefabricated components described in colligation, the connection reinforcing bar is hung on framework of steel reinforcement；（2）The template of the prefabricated components is installed, the connection reinforcing bar is close in the template of prefabricated components side where connection reinforcing bar；（3）Casting concrete；（4）After after concrete final set, form removal；（5）The connection reinforcing bar free end is extracted, connection reinforcing bar is rotated, the prefabricated components with connection reinforcing bar are formed.The present invention will improve the industrialized level of building structure.
Description
Technical field
It is mixed for assembled integral the invention belongs to prefabricated reinforced concrete structure component technology field, more particularly to one kind
The band of Xtah Crude Clay structure connects the prefabricated components preparation method of reinforcing bar.
Background technology
The primary structural member of precast concrete makes in factory, and production efficiency is high, quality is good, save resources and
The energy, is conducive to sustainable development.It is the direction that building industrialization develops using precast concrete.
Connection reinforcing bar is stretched out in order to ensure the globality of precast concrete, on prefabricated components.There is connection steel in making
Need reserved conduit to allow connection reinforcing bar to pass through during the prefabricated components of muscle, in template, make complex；When vibrating, concrete is easy
In being overflowed from reserved conduit, prefabricated components quality is influenceed.In addition connection reinforcing bar connects with prefabricated components for rigid in the prior art
Connect, in transport, lifting, connection reinforcing bar can hinder prefabricated components to position, install etc., while seam connection is complicated, stress performance
It is difficult to ensure.
The content of the invention
Complex manufacturing process, component quality are poor caused by prefabricated components connection reinforcing bar present in solution prior art,
Component conveying, installation and bar connecting are complicated, and the not enough problem of connection integrity between prefabricated components, the invention provides band
Connect the prefabricated components preparation method of reinforcing bar.
The prefabricated components preparation method with connection reinforcing bar is used to make the prefabricated components that side hangs with connection reinforcing bar, institute
State prefabricated components side fluted, groove hangs with connection reinforcing bar, described connection reinforcing bar one end is hung on the prefabricated components, i.e.,
It is hung on the prefabricated components on framework of steel reinforcement, the other end is free end；The preparation method includes：（1）It is prefabricated described in colligation
The framework of steel reinforcement of component, the connection reinforcing bar is hung on framework of steel reinforcement；（2）The template of the prefabricated components, the connection are installed
Reinforcing bar is close to the template inner side of prefabricated components side where connection reinforcing bar, connection reinforcing bar be close at bottom portion of groove template or
Groove side edge is close to template；（3）Casting concrete；（4）After concrete final set or after, remove connection reinforcing bar where template；
The template inner side of prefabricated components side where connection reinforcing bar is close to due to the connection reinforcing bar, so connection reinforcing bar is in concrete
Surface can be found；（5）The connection reinforcing bar free end is extracted, is rotated with framework of steel reinforcement junction around connection reinforcing bar and is connected
Reinforcing bar, forms the prefabricated components with connection reinforcing bar；Now concrete strength is very low, can conveniently by connection reinforcing bar free end
Extract, by rotating connection reinforcing bar, connection reinforcing bar is squeezed out with the concrete of framework of steel reinforcement junction, so as to form side hang with
Connect the prefabricated components of reinforcing bar.Connection reinforcing bar is extracted and rotates connection reinforcing bar, recessed area occurs in surface of concrete structure（Drag
Go out to connect the position where connecting reinforcing bar before reinforcing bar）, increased the roughness on prefabricated components surface, after can improving pouring concrete with
The connection integrity of precast concrete.The connection reinforcing bar is stirrup or reinforced steel bar ring.The connection reinforcing bar is rectangle or other shapes
Shape.
The present invention has the advantage that compared with prior art.
（1）Reinforcing bar will be connected together with template proximate, facilitate prefabricated components to make, and improved and make quality.Prior art
In, when the prefabricated components of reinforcing bar are stretched out in making side, grooving is wanted in reinforcing bar position in template；To prevent concrete from overflowing,
Foamed plastics, fritter template etc. are set at grooving, production efficiency is influenceed.When prefabricated components have two or more than two it is arranged side by side up and down
It is difficult at the grooving of template process during reinforcing bar, between reinforcing bar arranged side by side, concrete is easy to overflow, and influences prefabricated components quality.This hair
It is bright to avoid above-mentioned rough sledding.
（2）The present invention can save the mould-type and quantity for making prefabricated components.In prefabricated components production process, mould
The more steel of consumption, therefore the classification and quantity of mould are reduced as far as possible, improve the versatility of mould.Using skill of the present invention
Art, template is not influenceed by the reinforcing bar that precast concrete side is stretched out, with greatly universal.
（3）The prefabricated components that the present invention makes, connection reinforcing bar is hung on precast concrete, can move within the specific limits,
Rotate, facilitate prefabricated components to transport, lift, the positioning of reinforcing bar is connected between facilitating prefabricated components, enhancing prefabricated components seam
Reliability.Connection between prefabricated components includes the connection of concrete and the connection of stress frame.The stress frame one of prefabricated components
As use reinforcing bar, or shaped steel etc. to be made；Stress frame stretches out prefabricated components and rigidly connects with prefabricated components in the prior art
Connect, made troubles to transport, installation；Particularly in lifting, the skeleton of precast concrete seam both sides is there may be touching
Hit, installed to prefabricated components and bring very big inconvenience.One feature of the prefabricated components being fabricated to using the technology of the present invention is pre-
Connection reinforcing bar between component processed is suspended on prefabricated components, can easily adjust connection reinforcement location, greatly facilitates transport, peace
Dress, convenient connection reinforcing bar is located by connecting.
Brief description of the drawings
Fig. 1 is a kind of embodiment schematic diagram of the prefabricated components made using preparation method of the present invention.
Fig. 2 is another embodiment schematic diagram of the prefabricated components made using preparation method of the present invention.
During Fig. 3 is preparation method of the present invention, a kind of signal for combining embodiment of connection reinforcing bar and framework of steel reinforcement
Figure.
During Fig. 4 is preparation method of the present invention, connection reinforcing bar combines showing for embodiment with the another of framework of steel reinforcement
It is intended to.
During Fig. 5 is preparation method of the present invention, connection reinforcing bar combines showing for embodiment with the another of framework of steel reinforcement
It is intended to.
During Fig. 6 is preparation method of the present invention, connection reinforcing bar combines showing for embodiment with the another of framework of steel reinforcement
It is intended to.
Mark implication in accompanying drawing is：The connection framework of steel reinforcement 4 of reinforcing bar 3 of 1 groove 2 indulges muscle.
Specific embodiment
With reference to the accompanying drawings and examples, the prefabricated components preparation method with connection reinforcing bar of the invention is carried out detailed
Description.
Prefabricated components preparation method with connection reinforcing bar of the invention, the prefabricated structure of connection reinforcing bar is hung with for making side
Part, a kind of embodiment of the prefabricated components as shown in figure 1, fluted 1 on prefabricated components, connection reinforcing bar 2 is hung with groove 1,
Connection reinforcing bar 2 is hung on the framework of steel reinforcement 3 of prefabricated components（Framework of steel reinforcement 3 is embedded in precast concrete）.Band connection of the invention
Another implementation such as Fig. 2 for the prefabricated components that the prefabricated components preparation method of reinforcing bar is produced, it is recessed fluted 1 on prefabricated components
Connection reinforcing bar 2 is hung with groove 1, connection reinforcing bar 2 is hung on the framework of steel reinforcement 3 of prefabricated components.
Prefabricated components preparation method with connection reinforcing bar of the invention includes：（1）The reinforcing bar of prefabricated components described in colligation
Frame, the connection reinforcing bar is hung on framework of steel reinforcement, the framework of steel reinforcement 3 be connected a kind of embodiment that reinforcing bar 2 is combined
Such as Fig. 3, framework of steel reinforcement 3 is reinforcing bar connected with reinforcing bar 2 is connected in the prefabricated components in Fig. 3, and connection reinforcing bar 2 hangs over reinforcing bar
On frame 3, other reinforcing bars of framework of steel reinforcement in prefabricated components are not drawn into.The framework of steel reinforcement 3 is combined with the another kind of connection reinforcing bar 2
Embodiment as shown in figure 4, hung with framework of steel reinforcement 3 two connection reinforcing bars 2.The framework of steel reinforcement 2 be connected the another of reinforcing bar 1
Kind combination embodiment as shown in figure 5, the end of framework of steel reinforcement 3 bending circlewise, connection reinforcing bar 2 hang over framework of steel reinforcement 3, be not drawn into
Other reinforcing bars of framework of steel reinforcement.The embodiment that the framework of steel reinforcement 2 is combined with the another kind of connection reinforcing bar 1 is as shown in fig. 6, prefabricated
The framework of steel reinforcement of concrete includes framework of steel reinforcement 3 and longitudinal reinforcement 4, in the U-shaped of the insertion framework of steel reinforcement 3 of longitudinal reinforcement 4, connects steel
Muscle 2 is hung on longitudinal reinforcement 4.
（2）The template of the prefabricated components is installed, the connection reinforcing bar 2 is close to the template inner side of prefabricated components side,
Connection reinforcing bar 2 is adjacent to template, and the framework of steel reinforcement 3 of so described prefabricated components is also close to template inner side.（3）Casting concrete.（4）
After after concrete final set, form removal；The template of prefabricated components side where connection reinforcing bar is close to due to the connection reinforcing bar 2
Inner side, so connection reinforcing bar can find in concrete surface.（5）Connection reinforcing bar 2 free end is extracted, connection steel is rotated
Muscle 2, forms the prefabricated components with connection reinforcing bar；Rotate part concrete on the connection prefabricated components of reinforcing bar 2 to squeeze out, form such as Fig. 2
Shown prefabricated components.Because connection reinforcing bar 2 is near the template of prefabricated components, so the outside of framework of steel reinforcement 3 is also close to template, therefore
The concrete cover of framework of steel reinforcement 3 is very small；Connection reinforcing bar position needs to pour rear pouring concrete and other prefabricated structures
Part is connected, so protective layer thickness is small will not be adversely affected to structure.
Claims (3)
1., with the prefabricated components preparation method of connection reinforcing bar, it is characterised in that the prefabricated components side is fluted, groove is hung
There is connection reinforcing bar, described connection reinforcing bar one end is hung on the prefabricated components, and the other end is free end；The preparation method bag
Include：
（1）The framework of steel reinforcement of prefabricated components described in colligation, the connection reinforcing bar is hung on framework of steel reinforcement；
（2）The template of the prefabricated components is installed, the connection reinforcing bar is close to template inner side；
（3）Casting concrete；
（4）After after concrete final set, the template connected at reinforcing bar is removed；
（5）The connection reinforcing bar free end is extracted, connection reinforcing bar is rotated, the prefabricated components with connection reinforcing bar are formed.
2. it is according to claim 1 with connection reinforcing bar prefabricated components preparation method, it is characterised in that the connection reinforcing bar
It is stirrup or reinforced steel bar ring.
3. it is according to claim 1 and 2 with connection reinforcing bar prefabricated components preparation method, it is characterised in that the connection
Reinforcing bar is rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710061956.6A CN106827226A (en) | 2017-01-28 | 2017-01-28 | Prefabricated components preparation method with connection reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710061956.6A CN106827226A (en) | 2017-01-28 | 2017-01-28 | Prefabricated components preparation method with connection reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106827226A true CN106827226A (en) | 2017-06-13 |
Family
ID=59122658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710061956.6A Pending CN106827226A (en) | 2017-01-28 | 2017-01-28 | Prefabricated components preparation method with connection reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106827226A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111231100A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Grouting groove type connecting structure for prefabricated column and grouting groove forming die |
| CN113211623A (en) * | 2021-06-02 | 2021-08-06 | 中铁二十四局集团有限公司 | Method for manufacturing ring rib buckling connecting component |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999025941A1 (en) * | 1997-11-14 | 1999-05-27 | Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co. Kg | Clamping element for pressing connecting pieces against a construction form for a concrete building component |
| CN202023366U (en) * | 2011-03-04 | 2011-11-02 | 中建七局第二建筑有限公司 | Tie bar structure applicable to cast-in-situ concrete columns |
| CN102409849A (en) * | 2011-08-25 | 2012-04-11 | 李春江 | Construction method for embedding, formwork-disassembling and automatically popping out binding reinforcing rib of wall |
| CN103882991A (en) * | 2014-03-26 | 2014-06-25 | 初明进 | Connecting piece with steel bar rings |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
-
2017
- 2017-01-28 CN CN201710061956.6A patent/CN106827226A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1999025941A1 (en) * | 1997-11-14 | 1999-05-27 | Betomax Kunststoff- Und Metallwarenfabrik Gmbh & Co. Kg | Clamping element for pressing connecting pieces against a construction form for a concrete building component |
| CN202023366U (en) * | 2011-03-04 | 2011-11-02 | 中建七局第二建筑有限公司 | Tie bar structure applicable to cast-in-situ concrete columns |
| CN102409849A (en) * | 2011-08-25 | 2012-04-11 | 李春江 | Construction method for embedding, formwork-disassembling and automatically popping out binding reinforcing rib of wall |
| CN104153460A (en) * | 2013-05-16 | 2014-11-19 | 叶新 | Precast concrete structural member and method for building construction horizontal connection between structural members |
| CN103882991A (en) * | 2014-03-26 | 2014-06-25 | 初明进 | Connecting piece with steel bar rings |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111231100A (en) * | 2020-01-20 | 2020-06-05 | 江苏博森建筑设计有限公司 | Grouting groove type connecting structure for prefabricated column and grouting groove forming die |
| CN111231100B (en) * | 2020-01-20 | 2022-05-20 | 江苏博森建筑设计有限公司 | Grouting groove type connecting structure for prefabricated column and grouting groove forming die |
| CN113211623A (en) * | 2021-06-02 | 2021-08-06 | 中铁二十四局集团有限公司 | Method for manufacturing ring rib buckling connecting component |
| CN113211623B (en) * | 2021-06-02 | 2022-11-15 | 中铁二十四局集团有限公司 | Method for manufacturing ring rib buckling connecting component |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |
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| RJ01 | Rejection of invention patent application after publication |