CN106121240A - A kind of point of storehouse slip casting method - Google Patents
A kind of point of storehouse slip casting method Download PDFInfo
- Publication number
- CN106121240A CN106121240A CN201610776427.XA CN201610776427A CN106121240A CN 106121240 A CN106121240 A CN 106121240A CN 201610776427 A CN201610776427 A CN 201610776427A CN 106121240 A CN106121240 A CN 106121240A
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- CN
- China
- Prior art keywords
- mortar
- gap
- filleting
- slip casting
- rubber tube
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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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of point storehouse slip casting method.A kind of point of storehouse slip casting method, comprises the following steps；(1) CGMJM VI high intensity slurry is poured in agitator.(2), before jointing, component and concrete surface should be cleaned out.(3) along within member bottom section gap gradually being filled in diameter 20mm rubber tube one end outside gap bottom prefabricated components.(4) jointing trowel is used first component and concrete floor face to be moistened before hooking filleting.(5) hook filleting gap is slowly extracted out filling in the rubber tube in gap bottom prefabricated components from the other end after completing.(6), after rubber tube is extracted out, one little filleting mortar is taken by tight for conveying end closure.The present invention be directed to a kind of construction technology of straight screw sleeve connection slip casting member bottom section gap plugging, there is the advantages such as simple and efficient, the energy-conserving and environment-protective of constructing operation.
Description
Technical field
The present invention relates to a kind of point storehouse slip casting method.
Background technology
Bottom existing structural member, during mortar depositing construction, the general method using plank sheathing and sealing strip to paste carries out pre-
Member bottom section slip casting gap plugging processed, unsecured bigger component disposably completes slip casting.And there is slip casting seam bottom prefabricated components
Mortar seepage, the problem that unsecured bigger component disposably completes slip casting is there is when gap bad sealing, component slip casting.The most above-mentioned
Method employs during being not suitable for modern construction.
Along with the development of modern society, industrialization fabricated construction is increasingly becoming the inevitable development of modern architecture and becomes
Gesture.Therefore a kind of point storehouse slip casting method it is badly in need of.
Summary of the invention
The deficiency existed for prior art, the technical problem to be solved is to provide one can solve component note
Spillage problem during slurry and the one point storehouse slip casting method of engineering structure safety and construction quality can be ensured.
The present invention has adopted the following technical scheme that:
A kind of point of storehouse slip casting method, it is characterised in that: comprise the following steps；
(1) CGMJM-VI high intensity slurry is poured in agitator, add water while stirring.By weight, mixing water must for mixing water
Must add after weighing, after amount of water to 80% stirs 3～4 minutes, add 20% remaining water be again stirred for 2 minutes.
(2) before jointing, component and concrete surface should be cleaned out, and must not have broken concrete and the stone of activity,
Ensure that component striking surfaces is in wetting state and without obvious hydrops state simultaneously.
(3) along diameter 20mm rubber tube one end is gradually filled in outside gap bottom prefabricated components member bottom section gap it
In.
(4) use jointing trowel to hook before filleting first component and concrete floor face to be moistened, will be from one end when hooking embedding mortar
Starting, mortar outer surface is concordant with outside prefabricated components, and the most tightly to forbid being interrupted.To the length prefabricated structure more than 2m
Needing to carry out point storehouse when hooking filleting gap bottom part to process, point storehouse mortar is vertical with external surface of structural member, and its width cannot be greater than 30mm,
2 jointing trowels are utilized firmly to extrude mortar to inner side during constructing operation, tight to ensure point storehouse.
(5) hook filleting gap is slowly extracted out filling in the rubber tube in gap bottom prefabricated components from the other end after completing.
(6), after rubber tube is extracted out, extract position filleting mortar out and can leave a conveying end, take one little filleting mortar by it
Closure is tight.
As a kind of preferred version, in described step (1), batched water deviation must accurately ensure within 0.1kg.
As another kind of preferred version, in described step (1), amount of water must be according to confiding a technological secret of providing with product
Bright book or examining report calculate.
As another preferred version, in described step (3), fill in the degree of depth outside rubber tube and be advisable with 10mm, maximum deep
Degree must not exceed 15mm.
The invention has the beneficial effects as follows: fabricated construction member bottom section slip casting joint seal construction technology of the present invention is for reinforcing bar
A kind of construction technology of sleeve connection slip casting member bottom section gap plugging, in work progress, uses jointing trowel first before hooking filleting
Component and concrete floor face being moistened, when hooking embedding mortar from the beginning of one end, mortar outer surface is concordant with outside prefabricated components,
And the most tightly to forbid being interrupted.To needing when hooking filleting gap bottom the length prefabricated components more than 2m to carry out a point storehouse process, point
Storehouse mortar is vertical with external surface of structural member, and its width cannot be greater than 30mm, utilizes 2 jointing trowels to exert oneself to inner side during constructing operation
Extruding mortar, tight to ensure point storehouse.There is the advantages such as simple and efficient, the energy-conserving and environment-protective of constructing operation.Use this construction technology can
With spillage problem during effective solution component slip casting, it also is able to ensure engineering structure safety and construction quality simultaneously.
Accompanying drawing explanation
Fig. 1 is CGMJM-VI high intensity size performance parameter list of the present invention.
Fig. 2 is construction flow chart of the present invention.
Detailed description of the invention
With detailed description of the invention, the present invention is described in further detail below in conjunction with the accompanying drawings.
A kind of point of storehouse slip casting method, it is characterised in that: comprise the following steps；
One, material prepares:
(1), 20kg packed CGMJM-VI high intensity slurry, its presetting period when 20 DEG C is 3 hours 40 minutes, at the beginning of when 35 DEG C
The solidifying time is 2 hours.CGMJM-VI high intensity size performance parameter list is shown in accompanying drawing 1.
(2), drinking water, mix and stir mortar water and should use drinking water, when using other water source, should meet that " concrete mixes and stirs
Water supply standard " regulation of (JGJ63).
Two, construction equipment prepares.
The on-ground weigher (claiming water, weighing to use) of (1) 100 kg；
(2) mercurial thermometer and surface thermometer；
(3) 200ml graduated cylinder；
(4) volume 200-300L agitator；
(5) rotating speed is not less than the impact brill formula mortar mixer of 120 revs/min；
(6) it is filled with water and uses bucket；
(7) length 3 rice diameter 20mm rubber tube；
(8) jointing trowel.
Three, construction technology process and key points for operation: construction flow chart is shown in accompanying drawing 2.
(1) preparation joint seal mortar: CGMJM-VI high intensity slurry is poured in agitator, adds water while stirring.Mixing water
By weight, amount of water must according to provide with product confide a technological secret description or examining report calculates, mixing water must
Must add after weighing, accurately must assure that within 0.1kg.Add remaining after amount of water to 80% stirs 3～4 minutes again
20% water is stirred for 2 minutes.
(2) bottom prefabricated components gap cleaning: before jointing, component and concrete surface should be cleaned out, must not have greasy dirt,
Float the foreign material such as ash, paste, wood flour and there is no broken concrete and the stone etc. of activity, ensureing that component striking surfaces is in simultaneously
Wetting state and without obvious hydrops state.
(3) add rubber strip in gap: bottom prefabricated components outside gap by diameter 20mm rubber tube from one end to separately
Within member bottom section gap is gradually filled in one end, filling in the degree of depth and be advisable with 10mm outside rubber tube, depth capacity must not exceed
15mm。
(4) mortar hooks embedding joint seal: uses jointing trowel first component and concrete floor face to be moistened before hooking filleting, hooks embedding sand
Will be from the beginning of one end during slurry, mortar outer surface is concordant with outside prefabricated components, and the most tightly to forbid being interrupted.Big to length
Needing to carry out point storehouse when hooking filleting gap bottom the prefabricated components of 2m to process, point storehouse mortar is vertical with external surface of structural member, its width
Cannot be greater than 30mm, during constructing operation, utilize 2 jointing trowels firmly to extrude mortar to inner side, tight to ensure point storehouse..
(5) rubber strip is removed: hook after filleting gap completes slow from the other end by filling in the rubber tube in gap bottom prefabricated components
Slow extraction.
(6) rubber strip is boxed out closure: after rubber tube is extracted out, extracts position filleting mortar out and can leave a conveying end, takes one
Little filleting mortar is blocked tightly.
Construction precautions
1, CGMJM-VI high intensity slurry temperature higher than 25 DEG C time, should be stored in ventilations, be dried, cool place at, in work progress
It should be noted that avoid sunlight to irradiate for a long time.
2, CGMJM-VI high intensity slurry must use, if temperature is too high or mistake in the environment of temperature 5 DEG C～40 DEG C
Forbid time low to use.
3, mortar mixing water water temperature should control below 20 DEG C, must not exceed 25 DEG C, the most now takes and first use.
4, filleting mortar is forbidden add any additive or outer-penetrating agent.
5, the filleting mortar storage period stirred must not be long, should be finished within 30 minutes as far as possible.
6, when Clear Days Summer is constructed, owing to sunlight irradiates, prefabricated components surface temperature can be far above temperature, if its
When surface temperature is higher than 30 DEG C, cooling measure should be taked in advance.
7, bottom prefabricated components, gap is forbidden its water seasoning before hooking embedding mortar initial set after hooking embedding completing.
Fabricated construction member bottom section slip casting joint seal construction technology of the present invention is at the bottom of straight screw sleeve connection slip casting component
A kind of construction technology of portion's gap plugging, in work progress, uses jointing trowel first by component and concrete floor before hooking filleting
Face moistens, and when hooking embedding mortar from the beginning of one end, mortar outer surface is concordant with outside prefabricated components, and between the most tightly forbidding
Disconnected.To needing when hooking filleting gap bottom the length prefabricated components more than 2m to carry out a point storehouse process, point storehouse mortar and external surface of structural member
Vertically, its width cannot be greater than 30mm, utilizes 2 jointing trowels firmly to extrude mortar to inner side during constructing operation, to ensure to divide
Storehouse is tight.There is the advantages such as simple and efficient, the energy-conserving and environment-protective of constructing operation.This construction technology is used can effectively to solve component note
Spillage problem during slurry, also is able to ensure engineering structure safety and construction quality simultaneously.
Will also be appreciated that in the case of without departing substantially from the design of the disclosure, said structure and method can be made
Change and modifications, and it will be further understood that such design is intended to be covered by claim below.
Claims (4)
1. one kind of point of storehouse slip casting method, it is characterised in that: comprise the following steps；
(1) CGMJM-VI high intensity slurry is poured in agitator, add water while stirring；By weight, mixing water must for mixing water
Must add after weighing, after amount of water to 80% stirs 3～4 minutes, add 20% remaining water be again stirred for 2 minutes；
(2) before jointing, component and concrete surface should be cleaned out, and must not have broken concrete and the stone of activity, simultaneously
Ensure that component striking surfaces is in wetting state and without obvious hydrops state；
(3) along within member bottom section gap gradually being filled in diameter 20mm rubber tube one end outside gap bottom prefabricated components；
(4) use jointing trowel to hook before filleting first component and concrete floor face to be moistened, when hooking embedding mortar will from the beginning of one end,
Mortar outer surface is concordant with outside prefabricated components, and the most tightly to forbid being interrupted；To at the bottom of the length prefabricated components more than 2m
Needing to carry out point storehouse when portion hooks filleting gap to process, point storehouse mortar is vertical with external surface of structural member, and its width cannot be greater than 30mm, construction
2 jointing trowels are utilized firmly to extrude mortar to inner side during operation, tight to ensure point storehouse；
(5) hook filleting gap is slowly extracted out filling in the rubber tube in gap bottom prefabricated components from the other end after completing；
(6), after rubber tube is extracted out, extract position filleting mortar out and can leave a conveying end, take one little filleting mortar and blocked
Tightly.
One the most according to claim 1 divides storehouse slip casting method, it is characterised in that: batched water deviation in described step (1)
Must accurately ensure within 0.1kg.
One the most according to claim 1 divides storehouse slip casting method, it is characterised in that: in described step (1), amount of water must root
According to provide with product confide a technological secret description or examining report calculates.
One the most according to claim 1 divides storehouse slip casting method, it is characterised in that: in described step (3), fill in outside rubber tube
Entering the degree of depth to be advisable with 10mm, depth capacity must not exceed 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776427.XA CN106121240A (en) | 2016-08-31 | 2016-08-31 | A kind of point of storehouse slip casting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610776427.XA CN106121240A (en) | 2016-08-31 | 2016-08-31 | A kind of point of storehouse slip casting method |
Publications (1)
| Publication Number | Publication Date |
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| CN106121240A true CN106121240A (en) | 2016-11-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201610776427.XA Pending CN106121240A (en) | 2016-08-31 | 2016-08-31 | A kind of point of storehouse slip casting method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836817A (en) * | 2017-04-24 | 2017-06-13 | 无锡市华灿化工有限公司 | A kind of floor is whole to pour one-shot forming construction method |
| CN107447655A (en) * | 2017-07-28 | 2017-12-08 | 北京城建道桥建设集团有限公司 | Grouting behind shaft or drift lining bar shaped point storehouse for overlarge area bearing plate deadens and its divides storehouse method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821978A (en) * | 2016-03-24 | 2016-08-03 | 天津住宅集团建设工程总承包有限公司 | Semi-bedding and semi-grouting vertical connection construction method of prefabricated wall plate |
-
2016
- 2016-08-31 CN CN201610776427.XA patent/CN106121240A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821978A (en) * | 2016-03-24 | 2016-08-03 | 天津住宅集团建设工程总承包有限公司 | Semi-bedding and semi-grouting vertical connection construction method of prefabricated wall plate |
Non-Patent Citations (4)
| Title |
|---|
| 周可璋等: ""钢筋套筒灌浆现场施工研究"", 《四川水泥》 * |
| 张斌等: ""装配式建筑混凝土接缝密封解决方案"", 《中国住宅设施》 * |
| 杨海文等: ""装配式结构安装施工技术"", 《建筑技术》 * |
| 浙江省火电建设公司: ""CGM-JM二次灌浆施工方案"", 《HTTP://WWW.DOCIN.COM/TOUCH_NEW/PREVIEW_NEW.DO?ID=717205150》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836817A (en) * | 2017-04-24 | 2017-06-13 | 无锡市华灿化工有限公司 | A kind of floor is whole to pour one-shot forming construction method |
| CN107447655A (en) * | 2017-07-28 | 2017-12-08 | 北京城建道桥建设集团有限公司 | Grouting behind shaft or drift lining bar shaped point storehouse for overlarge area bearing plate deadens and its divides storehouse method |
| CN107447655B (en) * | 2017-07-28 | 2023-06-02 | 北京城建道桥建设集团有限公司 | Bin separation method for rear grouting strip bin separation resistance of oversized bearing plate |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161116 |
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