CN105804252A - A prefabricated part connecting construction method - Google Patents
A prefabricated part connecting construction method Download PDFInfo
- Publication number
- CN105804252A CN105804252A CN201410824896.5A CN201410824896A CN105804252A CN 105804252 A CN105804252 A CN 105804252A CN 201410824896 A CN201410824896 A CN 201410824896A CN 105804252 A CN105804252 A CN 105804252A
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- China
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- prefabricated components
- engineering method
- node
- components connect
- sweat soldering
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to the building field and in particular relates to a prefabricated part connecting construction method mainly used for connecting of prefabricated parts of a fabricated house. The method comprises the steps of S101, designing and manufacturing parts in factories in advance; S102, performing joint pretreatment; S103, installing formworks and fixing joints; S104, adjusting a hot melting soldering machine; S105, performing hot melting soldering; S106, cooling the joints; S107, dismantling the formworks; S108, pouring concrete. The method has the advantages that hot melting soldering is applied for the joints, so that the molecules at the joints are combined closely and greater mechanical strength is obtained; the prefabricated parts are connected via hot melting soldering; the process is simple, the construction is convenient and the period is short; the method can bring great social benefit and economic benefit.
Description
Technical field
The present invention relates to a kind of building field, connect engineering method particularly to a kind of prefabricated components, be mainly used in the connection of sectionalized house prefabricated components.
Background technology
Along with the high speed development of national economy, the sectionalized house of China obtains quick development, and precast concrete is as the important component part of sectionalized house industrialization, and it connects attention always.The connected mode of tradition precast concrete when being by prefabricated panel in wallboard pre-embedded steel slab or reserve reinforcing bar, when wallboard is installed, the pre-embedded steel slab of adjacent wall board or the reinforcement welding that reserves or are fixed together into a whole by steel plate or reinforcing bar by bolt sleeve together, which is in safety, and stable and efficiency aspect all exists certain problem.
Summary of the invention
The invention provides a kind of prefabricated components and connect engineering method, solve tradition sectionalized house produced problem in prefabricated components connection procedure.
The present invention adopts the technical scheme that: a kind of prefabricated components connect engineering method, comprise the following steps: step S101, factory design in advance and make component；Step S102, node pretreatment；Step S103, adds decking, stationary nodes；Step S104, regulates sweating welder；Step S105, sweat soldering；Step S106, node cools down；Step S107, form removable；Step S108, concrete perfusion.
Described node pretreatment is to need to complete before sweat soldering, uses chemical reagent that reinforcing bar or steel plate are eliminated rust, dedusting operation, and it is rebuild.
The described decking that adds, stationary nodes is to use special mould needing the reinforcing bar of sweat soldering together with Interal fixation, it is prevented that it deforms when sweat soldering affects its sweat soldering effect.
Described adjustment sweating welder is the size that the model according to reinforcing bar or steel plate regulates output voltage.
Described sweat soldering is that the heat utilizing sweating welder to produce becomes the node through pretreatment into molten condition so that it is combine together.
The cooling of described node is to make its node place temperature be reduced to less than 40 DEG C by environment naturally.
Described form removable is according to the template first removing not load-bearing, then removes bearing form, first up and then down orderly release；The template pulled down to be cleared up in time, brush oil, deposits and the template damaged is repaired.
Described concrete perfusion is by automatic blanking hopper cast-in-place concrete.
The advantage of the present invention is: node place adopts sweat soldering, and the molecule at its node place is tightly combined, and has higher mechanical strength, and sweat soldering connects prefabricated components, and its technique is simple, and easy construction, the cycle is short, has good Social benefit and economic benefit.
Accompanying drawing explanation
Accompanying drawing is prefabricated components connection construction flow charts.
Detailed description of the invention
It is described further below in conjunction with construction process figure.
As it can be seen, a kind of prefabricated components connect engineering method, comprise the following steps:
Step S101, is designed in advance by factory and makes component；
Step S102, node pretreatment is to need to complete before sweat soldering, uses chemical reagent that reinforcing bar or steel plate are eliminated rust, dedusting operation, and it is rebuild.
Step S103, adds decking, and stationary nodes is to use special mould needing the reinforcing bar of sweat soldering together with Interal fixation, it is prevented that it deforms when sweat soldering affects its sweat soldering effect.
Step S104, regulating sweating welder is the size that the model according to reinforcing bar or steel plate regulates output voltage.
Step S105, sweat soldering is that the heat utilizing sweating welder to produce becomes the node through pretreatment into molten condition so that it is combine together.
Step S106, node cooling is to make its node place temperature be reduced to less than 40 DEG C by environment naturally.
Step S107, form removable is according to the template first removing not load-bearing, then removes bearing form, first up and then down orderly release；The template pulled down to be cleared up in time, brush oil, deposits and the template damaged is repaired.
Step S108, concrete perfusion is by automatic blanking hopper cast-in-place concrete.
Claims (8)
1. prefabricated components connect engineering method, it is characterised in that: comprise the following steps, step S101, factory design in advance and make component；Step S102, node pretreatment；Step S103, adds decking, stationary nodes；Step S104, regulates sweating welder；Step S105, sweat soldering；Step S106, node cools down；Step S107, form removable；Step S108, concrete perfusion.
2. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: described node pretreatment is to need to complete before sweat soldering, uses chemical reagent that reinforcing bar or steel plate are eliminated rust, dedusting operation, and it is rebuild.
3. a kind of prefabricated components connect engineering method according to claim 1, it is characterized in that: described in add decking, stationary nodes is to use special mould needing the reinforcing bar of sweat soldering together with Interal fixation, it is prevented that it deforms when sweat soldering affects its sweat soldering effect.
4. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: described adjustment sweating welder is the size that the model according to reinforcing bar or steel plate regulates output voltage.
5. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: described sweat soldering is that the heat utilizing sweating welder to produce becomes the node through pretreatment into molten condition so that it is combine together.
6. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: the cooling of described node is to make its node place temperature be reduced to less than 40 DEG C by natural environment.
7. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: described form removable is according to the template first removing not load-bearing, then removes bearing form, first up and then down orderly release；The template pulled down to be cleared up in time, brush oil, deposits and the template damaged is repaired.
8. a kind of prefabricated components connect engineering method according to claim 1, it is characterised in that: described concrete perfusion is by automatic blanking hopper cast-in-place concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410824896.5A CN105804252A (en) | 2014-12-27 | 2014-12-27 | A prefabricated part connecting construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410824896.5A CN105804252A (en) | 2014-12-27 | 2014-12-27 | A prefabricated part connecting construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804252A true CN105804252A (en) | 2016-07-27 |
Family
ID=56981130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410824896.5A Pending CN105804252A (en) | 2014-12-27 | 2014-12-27 | A prefabricated part connecting construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804252A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3201918C1 (en) * | 1982-01-22 | 1983-08-25 | Sigma Bauelemente Gmbh, 4800 Bielefeld | Device for storing reinforcement steel and method for its production and device for carrying out the method |
| CN1360118A (en) * | 2001-12-27 | 2002-07-24 | 刘新华 | Method for installing reinforced concrete floor slab and purlin |
| CN101158427A (en) * | 2007-10-29 | 2008-04-09 | 江苏法尔胜新型管业有限公司 | Metallic backbone enhanced plastic composite pipe connecting method |
| CN102285003A (en) * | 2011-08-31 | 2011-12-21 | 沈阳市政地铁管片有限公司 | Production process of reinforced concrete pipeline with anti-corrosion inner lining |
| KR101281849B1 (en) * | 2011-09-28 | 2013-07-03 | 한국건설기술연구원 | Modular unit with connector and floor heating plate |
-
2014
- 2014-12-27 CN CN201410824896.5A patent/CN105804252A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3201918C1 (en) * | 1982-01-22 | 1983-08-25 | Sigma Bauelemente Gmbh, 4800 Bielefeld | Device for storing reinforcement steel and method for its production and device for carrying out the method |
| CN1360118A (en) * | 2001-12-27 | 2002-07-24 | 刘新华 | Method for installing reinforced concrete floor slab and purlin |
| CN101158427A (en) * | 2007-10-29 | 2008-04-09 | 江苏法尔胜新型管业有限公司 | Metallic backbone enhanced plastic composite pipe connecting method |
| CN102285003A (en) * | 2011-08-31 | 2011-12-21 | 沈阳市政地铁管片有限公司 | Production process of reinforced concrete pipeline with anti-corrosion inner lining |
| KR101281849B1 (en) * | 2011-09-28 | 2013-07-03 | 한국건설기술연구원 | Modular unit with connector and floor heating plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160727 |