CN106320712A - Method for grouting of assembly type building shear wall sleeve - Google Patents
Method for grouting of assembly type building shear wall sleeve Download PDFInfo
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- CN106320712A CN106320712A CN201510384618.7A CN201510384618A CN106320712A CN 106320712 A CN106320712 A CN 106320712A CN 201510384618 A CN201510384618 A CN 201510384618A CN 106320712 A CN106320712 A CN 106320712A
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- grouting
- sleeve
- shear wall
- wall sleeve
- grout
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Abstract
The invention relates to assembly type buildings, in particular to an assembly type building shear wall sleeve. A method for grouting of the assembly type building shear wall sleeve comprises the steps that 1, a grouting area is isolated into a plurality of bins through rubber strips, the grouting length of each bin is 400-800 mm, and the surrounding of each bin is sealed in a bed-mortar mode with bed-mortar slurry; 2, an obliquely upward diversion pipe is inserted into an upper grouting hole in the upper portion of the sleeve, so that the liquid level difference is increased, and compact grouting is ensured; and 3, grouting is carried out through pressure of a grouting pump. According to the method, the grouting quality is high, and the degree of compactness is high.
Description
Technical field
The present invention relates to assembled architecture, particularly relate to assembled architecture shear wall sleeve.
Background technology
Reinforced bar sleeve grouting connects and is connected reinforcing bar and sleeve by the sleeve processed specially and reinforcing bar by injecting the interlocking that coheres between grouting material dependence material, and the degree of compaction of grouting directly affects the safety of sleeve connection.
In reinforced bar sleeve grouting, there is certain pressure in sleeve, in pressure releasing process, grouting material has the process of a backflow, if not having supplementing of grouting material in reflux course, can cause the hollowing that sleeve is in the milk, and Grouted density reduces.
Summary of the invention
Present invention seek to address that the defect of prior art, it is provided that a kind of assembled architecture shear wall sleeve grouting method.Grouting quality of the present invention is good, and degree of compaction is high.
In order to solve above-mentioned technical problem, a kind of assembled architecture shear wall sleeve grouting method, it includes
Step one, uses adhesive tape to be isolated into several storehouses, each storehouse grouting length 400-800mm to grouting region, and the mode of surrounding seat slurry seat slurry seals；
Step 2, upper cartridge grout hole uses mozzle obliquely to insert upper strata grout hole, closely knit to ensure grouting；
Step 3, uses grouting pump machine pressure grouting；
Described a kind of assembled architecture shear wall sleeve grouting method, described step 3 includes
A calculates the volume that need to irrigate joint quantity or grouting space according to drawing, calculates the consumption of grouting material；By weight, the product report that amount of water provides according to producer provides data to grouting material mixing water, uses compression pump pumping；
During b grouting, successively the plasma discharge hole overflowing mortar is clogged with special blocking when grout outlet pulp, when all sleeve plasma discharge holes all have mortar to overflow, stop grouting, and by grouting hole plugging；
C grouting is complete, cleans blender, grouting pump or the utensil such as grouting lance and grout pipe with water immediately.
The present invention carries out specification explanation to the grouting construction of assembled architecture shear wall sleeve, to ensure the grouting quality in filling process, enables filling sleeve node out to meet the performance indications of sleeve connection.
Detailed description of the invention
Below in conjunction with embodiment, this technology is described in further detail and completely:
One assembled architecture shear wall sleeve grouting method of the present invention, it includes
1. the installation of body of wall
Component uses crane lifting, shroud member and reinforcement component to use backing plate to reserve the space of 20mm height, adjusts reinforcing bar and make reinforcing bar in sleeve centre position in lifting.
2. a slurry
Filling in the colloid of 20mm thickness in two component 20mm spaces, adhesive tape fills in distance edge 20mm, then uses BY fast hard seat slurry seat slurry.
3. mozzle is installed
Upper cartridge grout hole uses mozzle obliquely to insert upper strata grout hole.
4. pressure grouting (according to assembled architecture shear wall sleeve grouting technique)
Using grouting pump machine pressure grouting, grouting material is the special grouting material of sleeve, and grouting process is as follows:
1) volume of joint quantity or grouting space need to be irrigated according to drawing calculating, calculate the consumption of grouting material.
2) according to the water consumption mix grouting material calculated, mixing water should meet the regulation of " concrete mixing water standard " (JGJ63).
3), after grouting material stirs, grouting material is poured into grouting pump carries out cementing operations.
4) during grouting, overflow the order of mortar according to grouting and plasma discharge hole, successively the plasma discharge hole overflowing mortar is clogged with special blocking, when all sleeve plasma discharge holes all have mortar to overflow, stop grouting, and by grouting hole plugging.
5) it is in the milk complete, cleans the utensils such as blender, grouting pump and grout pipe immediately with water.
4. the drawing experiment of sleeve after curing cycle
Removing experiment concrete, the degree of compaction using this grouting technique to be in the milk is preferable, and sleeve grouting connector is carried out drawing experiment.Experimental data such as table 1 below:
The grouting of table 1 reinforced bar sleeve connects drawing experimental data
| Numbering | Fracture position | Tensile strength/MPa |
| 1-1 | Connect reinforcing bar | 609.1 |
| 1-2 | Connect reinforcing bar | 610.0 |
| 2-1 | Connect reinforcing bar | 601.8 |
| 2-2 | Connect reinforcing bar | 617.1 |
Claims (2)
1. an assembled architecture shear wall sleeve grouting method, it is characterised in that it includes
Step one, uses adhesive tape to be isolated into several storehouses, each storehouse grouting length 400-800mm to grouting region, and the mode of surrounding seat slurry seat slurry seals；
Step 2, upper cartridge grout hole uses mozzle obliquely to insert upper strata grout hole, closely knit to ensure grouting；
Step 3. use grouting pump machine pressure grouting.
A kind of assembled architecture shear wall sleeve grouting method the most according to claim 1, it is characterised in that described step 2 includes
Using mozzle obliquely to insert upper strata grout hole before a grouting, mozzle design height is higher than sleeve top surface, to improve grouting potential difference；
B calculates the volume that need to irrigate joint quantity or grouting space according to drawing, calculates the consumption of grouting material；By weight, the product report that amount of water provides according to producer provides data to grouting material mixing water, uses compression pump pumping；
During c grouting, successively the plasma discharge hole overflowing mortar is clogged with special blocking when grout outlet pulp, when all sleeve plasma discharge holes all have mortar to overflow, stop grouting, and by grouting hole plugging；
D grouting is complete, cleans the utensils such as blender, grouting pump and grout pipe immediately with water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510384618.7A CN106320712A (en) | 2015-06-30 | 2015-06-30 | Method for grouting of assembly type building shear wall sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510384618.7A CN106320712A (en) | 2015-06-30 | 2015-06-30 | Method for grouting of assembly type building shear wall sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320712A true CN106320712A (en) | 2017-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510384618.7A Pending CN106320712A (en) | 2015-06-30 | 2015-06-30 | Method for grouting of assembly type building shear wall sleeve |
Country Status (1)
| Country | Link |
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| CN (1) | CN106320712A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110426317A (en) * | 2019-07-10 | 2019-11-08 | 中交公路养护工程技术有限公司 | A kind of grouting material compactness inspection method of the underwater reinforced concrete column of sleeve |
| CN111395775A (en) * | 2020-04-07 | 2020-07-10 | 中铁十二局集团建筑安装工程有限公司 | Construction method for plugging outer wall base mortar of sandwich insulation board of fabricated building |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900168A (en) * | 2012-10-08 | 2013-01-30 | 沈阳建筑大学 | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall |
| WO2014067924A1 (en) * | 2012-11-02 | 2014-05-08 | Hilti Aktiengesellschaft | Method for connecting prefabricated concrete elements |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
-
2015
- 2015-06-30 CN CN201510384618.7A patent/CN106320712A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900168A (en) * | 2012-10-08 | 2013-01-30 | 沈阳建筑大学 | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall |
| WO2014067924A1 (en) * | 2012-11-02 | 2014-05-08 | Hilti Aktiengesellschaft | Method for connecting prefabricated concrete elements |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104314314A (en) * | 2014-11-17 | 2015-01-28 | 中冶建筑研究总院有限公司 | Grouting connection construction method |
Non-Patent Citations (1)
| Title |
|---|
| 王召新: "《混凝土装配式住宅施工技术研究》", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110426317A (en) * | 2019-07-10 | 2019-11-08 | 中交公路养护工程技术有限公司 | A kind of grouting material compactness inspection method of the underwater reinforced concrete column of sleeve |
| CN111395775A (en) * | 2020-04-07 | 2020-07-10 | 中铁十二局集团建筑安装工程有限公司 | Construction method for plugging outer wall base mortar of sandwich insulation board of fabricated building |
| CN111395775B (en) * | 2020-04-07 | 2021-09-24 | 中铁十二局集团建筑安装工程有限公司 | Construction method for plugging outer wall base mortar of sandwich insulation board of fabricated building |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170111 |
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| WD01 | Invention patent application deemed withdrawn after publication |