CN107419852A - House prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method - Google Patents
House prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method Download PDFInfo
- Publication number
- CN107419852A CN107419852A CN201710338086.2A CN201710338086A CN107419852A CN 107419852 A CN107419852 A CN 107419852A CN 201710338086 A CN201710338086 A CN 201710338086A CN 107419852 A CN107419852 A CN 107419852A
- Authority
- CN
- China
- Prior art keywords
- sleeve
- reinforcing bar
- hole
- grouting
- string
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/70—Grouts, e.g. injection mixtures for cables for prestressed concrete
Abstract
The invention discloses a kind of house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method, including longitudinal member assembling and cross member to assemble；The longitudinal member assembling is to cover upper bush on basic part reinforcing bar column cap, then lifts assembly parts, and the reinforcing bar insertion sleeve that will be reserved on assembly parts, sleeve inner is in the milk by the grout hole on sleeve；The cross member assembling is after institute's installation component installation is in place, is penetrated using diameter and string rib-holed inner diameter identical bolt in string muscle hole, tightening nuts are fixed.Prefabricated components of the present invention leave dowel and wear muscle hole when prefabricated, and using the grouting of high pressure jetting method, it is easy to operate, have a wide range of application.
Description
Technical field
The present invention relates to a kind of building construction prefabricated board beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method.
Background technology
As China building practitioner is reduced, construction cycle request shortens, and assembly construction method is then one kind
Developing trend.But the technological difficulties of assembling constructing method, then it is shock resistance, the outstanding problem such as resistance to overturning.
The content of the invention
It is an object of the invention to provide a kind of easy to operate, using effect is good, the house prefabricated plate that has a wide range of application mixes
Solidifying native beam column sleeve grouting string muscle anchoring assembling constructing method.
The present invention technical solution be：
A kind of house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method, it is characterized in that：Including longitudinal structure
Part assembles and cross member assembling；The longitudinal member assembling is that the basic part lifting provided with embedded bar column cap is gone forward side by side in place
After row is fixed, upper bush is covered on basic part reinforcing bar column cap, then lifts assembly parts, and the reinforcing bar reserved on assembly parts is inserted
Sleeve, and by correction and fix, sleeve inner is in the milk by the grout hole on sleeve；After grouting material hardens,
Reinforcing bar firmly connects together with sleeve；
The cross member assembling is string muscle hole or welding that institute's installation component laterally makes after institute's installation component installation is in place
String muscle hole overlapped with basic component string muscle hole；Then penetrated using diameter and string rib-holed inner diameter identical bolt in string muscle hole,
Tightening nuts are fixed；And carry out filling perforation stuff up a crack：Using grouting slurry fill up and wear muscle hole, using width 40mm, thickness
40mm rubber sliver, with 801 glues；
During assembling, above-mentioned longitudinal assembly parts, horizontal institute's installation component are fixed with fixed support；When component longitudinally, laterally connects 3 days
Afterwards, stationary support is removed；
The longitudinal member includes prefabricated beam, post, wallboard, roof boarding, stair；The cross member includes prefabricated main body wall
Plate, roof boarding, post.
Grouting material is biogum and cement, yellow sand in mass ratio 4:3:4 proportional arrangements, are injected with High-Pressure Grouting Method, and
Untill pulp overflows.
Horizontal string muscle hole between sheet-pile, between plate and plate, spacing is 30cm or so, and every block of plate at least three holes, aperture are
2cm。
The sleeve includes sleeve body, sets two rows to can be inserted into the through hole of reinforcing bar column cap, two row in sleeve body
The through hole that can be inserted into reinforcing bar column cap communicates in bottom, and a wherein row can be inserted into the through hole of reinforcing bar column cap and bottom pulp inlet, on
Portion's slurry outlet communicates, bottom insertion basic part reinforcing bar column cap, top insertion dress when the through hole that two rows can be inserted into reinforcing bar column cap uses
The reinforcing bar reserved on accessory.
Prefabricated components of the present invention leave dowel and wear muscle hole when prefabricated, and using the grouting of high pressure jetting method, it is easy to operate,
Have a wide range of application, can be applied in building construction slab column starches assembling construction.The present invention is by using sleeve method by prefabricated component weight
Reinforcing bar is effectively connected with connector reinforcing bar, precast body is formed overall make it stable and antidetonation.Laterally using string muscle anchoring
Method, make horizontal monolithic stability.
Suitable for building construction prefabricated board beam column assemble construct, one-storey house, multilayer, high level, Plain, hills, mountain area, the torrid zone,
The region engineering construction such as temperate zone, cold belt.It is also applied for the construction of existing building engineering beam column plate replaceability.
Brief description of the drawings
The invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is reinforced bar sleeve grouting attachment structure schematic diagram.
Fig. 2 is wall room sheet-pile lateral connection perspective view.
Embodiment
A kind of house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method, including longitudinal member assembling
Assembled with cross member；The longitudinal member assembling is to lift in place by the basic part provided with embedded bar column cap and be fixed
Afterwards, upper bush is covered on basic part reinforcing bar column cap, then lifts assembly parts, and the reinforcing bar insertion sleeve that will be reserved on assembly parts,
And by correction and fix, sleeve inner is in the milk by the grout hole on sleeve；After grouting material hardens, reinforcing bar with
Sleeve firmly connects together；
The cross member assembling is string muscle hole or weldering that institute's installation component 8 laterally makes after institute's installation component installation is in place
The string muscle hole 9 connect overlaps with basic component string muscle hole；Then string muscle is penetrated using diameter and string rib-holed inner diameter identical bolt 10
In hole, tightening nuts are fixed；And carry out filling perforation stuff up a crack：Fill up using grouting slurry and wear muscle hole, using width 40mm,
Thickness 40mm rubber sliver, with 801 glues；
During assembling, above-mentioned longitudinal assembly parts, horizontal institute's installation component are fixed with fixed support；When component longitudinally, laterally connects 3 days
Afterwards, stationary support is removed；
The longitudinal member includes prefabricated beam, post, wallboard, roof boarding, stair；The cross member includes prefabricated main body wall
Plate, roof boarding, post.
Grouting material is biogum and cement, yellow sand in mass ratio 4:3:4 proportional arrangements, are injected with High-Pressure Grouting Method, and
Untill pulp overflows.
Horizontal string muscle hole between sheet-pile, between plate and plate, spacing is 30cm or so, and every block of plate at least three holes, aperture are
2cm。
The sleeve includes sleeve body 1, sets two rows to can be inserted into the through hole 2,3 of reinforcing bar column cap in sleeve body, described
The through hole that two rows can be inserted into reinforcing bar column cap communicates in bottom, and a wherein row can be inserted into the through hole and bottom pulp inlet of reinforcing bar column cap
4th, top slurry outlet 5 communicates, bottom insertion basic part reinforcing bar column cap 6, top when the through hole that two rows can be inserted into reinforcing bar column cap uses
The reinforcing bar 7 reserved on plugging in fitting part.
Claims (4)
1. a kind of house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method, it is characterized in that：Including longitudinal direction
Component assembles and cross member assembling；The longitudinal member assembling is that the basic part lifting provided with embedded bar column cap is in place simultaneously
After being fixed, upper bush is covered on basic part reinforcing bar column cap, then lifts assembly parts, and the reinforcing bar reserved on assembly parts is inserted
Enter sleeve, and by correction and fix, sleeve inner is in the milk by the grout hole on sleeve；When grouting material hardens
Afterwards, reinforcing bar firmly connects together with sleeve；
The cross member assembling is string muscle hole or welding that institute's installation component laterally makes after institute's installation component installation is in place
String muscle hole overlapped with basic component string muscle hole；Then penetrated using diameter and string rib-holed inner diameter identical bolt in string muscle hole,
Tightening nuts are fixed；And carry out filling perforation stuff up a crack：Using grouting slurry fill up and wear muscle hole, using width 40mm, thickness
40mm rubber sliver, with 801 glues；
During assembling, above-mentioned longitudinal assembly parts, horizontal institute's installation component are fixed with fixed support；When component longitudinally, laterally connects 3 days
Afterwards, stationary support is removed；
The longitudinal member includes prefabricated beam, post, wallboard, roof boarding, stair；The cross member includes prefabricated main body wall
Plate, roof boarding, post.
2. house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method according to claim 1, its
It is characterized in：Grouting material is biogum and cement, yellow sand in mass ratio 4:3:4 proportional arrangements, are injected with High-Pressure Grouting Method, and extremely
Untill pulp overflows.
3. house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method according to claim 1, its
It is characterized in：Horizontal string muscle hole between sheet-pile, between plate and plate, spacing are 30cm or so, every block of plate at least three holes, aperture 2cm.
4. house prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method according to claim 1, its
It is characterized in：The sleeve includes sleeve body, sets two rows to can be inserted into the through hole of reinforcing bar column cap in sleeve body, two row can
The through hole of insertion reinforcing bar column cap communicates in bottom, and a wherein row can be inserted into through hole and bottom pulp inlet, the top of reinforcing bar column cap
Slurry outlet communicates, bottom insertion basic part reinforcing bar column cap, top plugging in fitting when the through hole that two rows can be inserted into reinforcing bar column cap uses
The reinforcing bar reserved on part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710338086.2A CN107419852A (en) | 2017-05-15 | 2017-05-15 | House prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710338086.2A CN107419852A (en) | 2017-05-15 | 2017-05-15 | House prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107419852A true CN107419852A (en) | 2017-12-01 |
Family
ID=60424651
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710338086.2A Pending CN107419852A (en) | 2017-05-15 | 2017-05-15 | House prefabricated plate beam column built from concrete sleeve grouting string muscle anchoring assembling constructing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107419852A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110021905A (en) * | 2019-03-21 | 2019-07-16 | 中国电力科学研究院有限公司 | A kind of prefabricated assembled high-tension cable tunnel |
| CN113668361A (en) * | 2021-06-04 | 2021-11-19 | 武汉理工大学 | Fabricated concrete double-layer gate-type pier structure and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733486A (en) * | 2012-06-26 | 2012-10-17 | 上海市建筑科学研究院(集团)有限公司 | High-efficiency ductile node for prefabrication assembly concrete frame |
| CN203113553U (en) * | 2013-02-26 | 2013-08-07 | 沈阳建筑大学建筑设计研究院 | Prefabricated concrete frame-shear wall structure |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN104727439A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Assembly concrete new type pillar and beam structure and assembly connecting method |
| CN106284645A (en) * | 2016-09-22 | 2017-01-04 | 中铁六局集团有限公司 | The prefabricated side wall in a kind of subway station and base foundation grouting connection construction method |
-
2017
- 2017-05-15 CN CN201710338086.2A patent/CN107419852A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102733486A (en) * | 2012-06-26 | 2012-10-17 | 上海市建筑科学研究院(集团)有限公司 | High-efficiency ductile node for prefabrication assembly concrete frame |
| CN203113553U (en) * | 2013-02-26 | 2013-08-07 | 沈阳建筑大学建筑设计研究院 | Prefabricated concrete frame-shear wall structure |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
| CN104727439A (en) * | 2015-03-09 | 2015-06-24 | 沈阳建筑大学 | Assembly concrete new type pillar and beam structure and assembly connecting method |
| CN106284645A (en) * | 2016-09-22 | 2017-01-04 | 中铁六局集团有限公司 | The prefabricated side wall in a kind of subway station and base foundation grouting connection construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110021905A (en) * | 2019-03-21 | 2019-07-16 | 中国电力科学研究院有限公司 | A kind of prefabricated assembled high-tension cable tunnel |
| CN113668361A (en) * | 2021-06-04 | 2021-11-19 | 武汉理工大学 | Fabricated concrete double-layer gate-type pier structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171201 |